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#10-5198 (Guymann Construction of FL, Inc.) Co~ County Administrative Services Division Purchasing Lely Area Stormwater Improvement Project (LASIP) 1) Lely Main Canal 2) Lely Manor Canal West Outfall (North & South Sections) COLLIER COUNTY BID NO. 10-5198 COLLIER COUNTY, FLORIDA Design Professional: Agnoli, Barber & Brundage (AB&B)/RWA G> 't..,,",," P,Jrc~iflgDepartrrent. 3301 Tam:ami Tlad Easl' Napies, Florida 34112. \wNI,coiliergo'lJHJrpurchssil1g TABLE OF CONTENTS A. PUBLIC NOTICE/LEGAL ADVERTISEMENT (PAGE 1 ONLY) B. INSTRUCTIONS TO BIDDERS C. BID, BID SCHEDULE AND OTHER DOCUMENTS D. AGREEMENT E. AGREEMENT EXHIBITS EXHIBIT A: Performance and Payment Bond Forms EXHIBIT B: Insurance Requirement Form EXHIBIT C: Release and Affidavit Form EXHIBIT D: Contractor Application for Payment Form EXHIBIT E: Change Order Form EXHIBIT F: Certificate of Substantial Completion Form EXHIBIT G: Final Payment Checklist EXHIBIT H: General Terms and Conditions EXHIBIT I: Supplemental Terms and Conditions EXHIBIT J: Technical Specifications EXHIBIT K: Permits EXHIBIT L: Standard Details (if applicable) EXHIBIT M: Plans and Specifications prepared by AB&B/RWA and identified as follows: Lely Area Stormwater Improvement Project (LASIP) 1) Lely Main Canal 2) Lely Manor Canal West Outfall (North & South Sections) as shown on Plan Sheets 1 through 130. EXHIBIT N: Contractor's List of Key Personnel Co~ County ~...,.,... .~ Administrative Services Division Purchasing PUBLIC NOTICE INVITATION TO BID Lely Area Stormwater Improvement Project (LASIP) 1) Lely Main Canal 2) Lely Manor Canal West Outfall (North & South Sections) COUNTY BID NO. 10-5198 Separate sealed bids for the construction of Lely Area Stormwater Improvement Project (LASIP) 1) Lely Main Canal 2) Lely Manor Canal West Outfall (North & South Sections), addressed to Mr. Steve Carnell, Purchasing Director, will be received at the Collier County Government Complex, 3301 Tamiami Trail East, Purchasing Building, Purchasing Department, Naples, Florida 34112, until 2:30 P.M. LOCAL TIME, on the 19th day of January 2010, at which time all bids will be publicly opened and read aloud. Any bids received after the time and date specified will not be accepted and shall be returned unopened to the Bidder. A non-mandatory pre-bid conference shall be held at the Purchasing Department, Conference Room A, Purchasing Building "G" at 3:30 p.m. LOCAL TIME on the 6th day of January 2010, at which time all prospective Bidders may have questions answered regarding the Bidding Documents for this Project. Sealed envelopes containing bids shall be marked or endorsed "Bid for Collier County Government, Collier County, Lely Area Stormwater Improvement Project (LASIP) 1) Lely Main Canal 2) Lely Manor Canal West Outfall (North & South Sections), Bid No. 10-5198 and Bid Date of January 19, 2010. No bid shall be considered unless it is made on an unaltered Bid form which is included in the Bidding Documents. The Bid Schedule (GC-P-1 through 13, GC-CA-B3) shall be removed from the Bidding Documents prior to submittal. One contract will be awarded for all Work. Bidding Documents may be examined on the Collier County Purchasing Department E-Procurement website: www.collierQov.net/bid. Copies of the Bidding Documents may be obtained only from the denoted website. Bidding Documents obtained from sources other than the Collier County Purchasing Department website may not be accurate or current. Each bid shall be accompanied by a certified or cashiers check or a Bid Bond in an amount not less than five percent (5%) of the total Bid to be retained as liquidated damages in the event the Successful Bidder fails to execute the Agreement and file the required bonds and insurance within fifteen (15) calendar days after the receipt of the GC-PN-1 Notice of Award. The Successful Bidder acknowledges and agrees that it shall execute the Agreement in the form attached hereto and incorporated herein. The Successful Bidder shall be required to furnish the necessary Payment and Performance Bonds, as prescribed in the General Conditions of the Contract Documents. All Bid Bonds, Payment and Performance Bonds, Insurance Contracts and Certificates of Insurance shall be either executed by or countersigned by a licensed resident agent of the surety or insurance company having its place of business in the State of Florida. Further, the said surety or insurance company shall be duly licensed and qualified to do business in the State of Florida. Attorneys-in-fact that sign Bid Bonds or Payment and Performance Bonds must file with each bond a certified and effective dated copy of their Power of Attorney. In order to perform public work, the Successful Bidder shall, as applicable, hold or obtain such contractor's and business licenses, certifications and registrations as required by State statutes and County ordinances. Before a contract will be awarded for the Work contemplated herein, the Owner shall conduct such investigations as it deems necessary to determine the performance record and ability of the apparent low Bidder to perform the size and type of work specified in the Bidding Documents. Upon request, the Bidder shall submit such information as deemed necessary by the Owner to evaluate the Bidder's qualifications. The Successful Bidder shall be required to finally complete all Work within the calendar days listed below from and after the Commencement Date specified in the Notice to Proceed. Project Substantial Completion (Days) Final Completion (Days) 1) Lelv Main Canal 180 30 - Total 210 2) Lely Manor Canal West Outfall 150 30 - Total 180 (North Seament\ 3) Lely Manor Canal West Outfall 150 30 - Total 180 (South Seqment) The Owner reserves the right to reject all Bids or any Bid not conforming to the intent and purpose of the Bidding Documents, and to postpone the award of the contract for a period of time which, however, shall not extend beyond one hundred twenty (120) days from the bid opening date without the consent of the Successful Bidder. Dated this 18th day of December 2009. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA BY: /s/ Stephen Y. Carnell. C.P.M. Purchasing and General Services Director GC-PN-2 PART B - INSTRUCTIONS TO BIDDERS Section 1. Definitions 1.1 The term "Owner" used herein refers to the Board of County Commissioners, or its duly authorized representative. 1.2 The term "Project Manager" used herein refers to the Owner's duly authorized representative and shall mean the Division Administrator or Department Director, as applicable, acting directly or through duly authorized representatives. 1.3 The term "Design Professional" refers to the licensed professional engineer or architect who is in privity with the Owner for the purpose of designing and/or monitoring the construction of the project. At the Owner's discretion, any or all duties of the Design Professional referenced in the Contract Documents may be assumed at any time by the Project Manager on behalf of the Owner. Conversely, at the Owner's discretion the Project Manager may formally assign any of his/her duties specified in the Contract Documents to the Design Professional. 1.4 The term "Bidder" used herein means one who submits a bid directly to the Owner in response to this solicitation. 1.5 The term "Successful Bidder" means the lowest qualified, responsible and responsive Bidder who is awarded the contract by the Board of County Commissioners, on the basis of the Owner's evaluation. 1.6 The term "Bidding Documents" includes the Legal Advertisement, these Instructions to Bidders, the Bid Schedule and the Contract Documents as defined in the Agreement. 1.7 The term "Bid" shall mean a completed Bid Schedule, bound in the Bidding Documents, properly signed, providing the Owner a proposed cost for providing the services required in the Bidding Documents. Section 2. Preparation of Bids 2.1 The Bids must be submitted on the standard form herein furnished by the Owner (pages GC-P-1 to GC-P-15 as bound in these Bidding Documents). By submitting a Bid, Bidder acknowledges and agrees that it shall execute the Agreement in the form attached hereto and incorporated herein. The Bidder shall complete the Bid in ink or by typewriter and shall sign the Bid correctly. Bid Schedules submitted on disk/CD shall be accompanied by a hard copy of the completed Bid Schedule which shall be signed and dated by the Bidder. The Bid may be rejected if it contains any omission, alteration of form, conditional bid or irregularities of any kind. Bids must be submitted in sealed envelopes, marked with the Bid Number, Project Name and Bid opening Date and Time, and shall be addressed to the Collier County Purchasing Department, Purchasing Building, Collier County Government Complex, 3301 Tamiami Trail, East, Naples, Florida 34112. If forwarded by mail, the sealed envelope containing the Bid must be enclosed in another sealed envelope addressed as above. Bids received at the GC-IB-1 . . r-.'~ location specified herein after the time specified for bid opening will be returned to the bidder unopened and shall not be considered. Section 3. Bid Deposit Reauirements 3.1 No Bid shall be considered or accepted unless at the time of Bid filing the same shall be accompanied by a cashiers check, a cash bond posted with the County Clerk, a certified check payable to Owner on some bank or trust company located in the State of Florida insured by the Federal Deposit Insurance Corporation, or Bid Bond, in an amount not less than 5% of the bidder's maximum possible award (base bid plus all add alternates) (collectively referred to herein as the "Bid Deposit"). The Bid Deposit shall be retained by Owner as liquidated damages if the Successful Bidder fails to execute and deliver to Owner the unaltered Agreement, or fails to deliver the required Performance and Payment Bonds or Certificates of Insurance, all within ten (10) calendar days after receipt of the Notice of Award. Bid Bonds shall be executed by a corporate surety licensed under the laws of the State of Florida to execute such bonds, with conditions that the surety will, upon demand, forthwith make payment to Owner upon said bond. Bid Deposits of the three (3) lowest Bidders shall be held until the Agreement has been executed by the Successful Bidder and same has been delivered to Owner together with the required bonds and insurance, after which all three (3) Bid Deposits shall be returned to the respective Bidders. All other Bid Deposits shall be released within ten (10) working days of the Bid Opening. No Bid including alternates, shall be withdrawn within one hundred and twenty (120) days after the public opening thereof. If a Bid is not accepted within said time period it shall be deemed rejected and the Bid Deposit shall be returned to Bidder. In the event that the Owner awards the contract prior to the expiration of the 120 day period without selecting any or all alternates, the Owner shall retain the right to subsequently award to the Successful Bidder said alternates at a later time but no later than 120 days from opening, unless otherwise agreed by the Purchasing Director and the Successful Bidder. 3.2 The Successful Bidder shall execute five (5) copies of the Agreement in the form attached and deliver same to Owner within the time period noted above. The Owner shall execute all copies and return one fully executed copy of the Agreement to Successful Bidder within thirty (30) working days after receipt of the executed Agreement from Successful Bidder unless any governmental agency having funding control over the Project requires additional time, in which event the Owner shall have such additional time to execute the Agreement as may be reasonably necessary. Section 4. Riaht to Reiect Bids 4.1 The Owner reserves the right to reject any and all Bids or to waive informalities and negotiate with the apparent lowest, qualified Bidder to such extent as may be necessary for budgetary reasons. Section 5. Slanina of Bids 5.1 Bids submitted by a corporation must be executed in the corporate name by the president, a vice president, or duly authorized representative. The corporate address and state of incorporation must be shown below the signature. GC-IB-2 5.2 Bids by a partnership must be executed in the partnership name and signed by a general partner whose title must appear under the signature and the official address of the partnership must be shown below said signature. 5.3 If Bidder is an individual, his or her signature shall be inscribed. 5.4 If signature is by an agent or other than an officer of corporation or general partner of partnership, a properly notarized power of attorney must be submitted with the Bid. 5.5 All Bids shall have names typed or printed below all signatures. 5.6 All Bids shall state the Bidder's contractor license number. 5.7 Failure to follow the provisions of this section shall be grounds for rejecting the Bid as irregular or unauthorized. Section 6. Withdrawal of Bids Any Bid may be withdrawn at any time prior to the hour fixed in the Legal Advertisement for the opening of Bids, provided that the withdrawal is requested in writing, properly executed by the Bidder and received by Owner prior to Bid Opening. The withdrawal of a Bid will not prejudice the right of a Bidder to file a new Bid prior to the time specified for Bid opening. Section 7. Late Bids No Bid shall be accepted that fails to be submitted prior to the time specified in the Legal Advertisement. Section 8. Interpretation of Contract Documents 8.1 No interpretation of the meaning of the plans, specifications or other Bidding Documents shall be made to a Bidder orally. Any such oral or other interpretations or clarifications shall be without legal effect. All requests for interpretations or clarifications shall be in writing, addressed to the Purchasing Department, to be given consideration. All such requests for interpretations or clarification must be received at least ten (10) calendar days prior to the Bid opening date. Any and all such interpretations and supplemental instructions shall be in the form of written addendum which, if issued, shall be sent by mail or fax to all known Bidders at their respective addresses furnished for such purposes no later than three (3) working days prior to the date fixed for the opening of Bids. Such written addenda shall be binding on Bidder and shall become a part of the Bidding Documents. 8.2 It shall be the responsibility of each Bidder to ascertain, prior to submitting its Bid that it has received all addenda issued and it shall acknowledge same in its Bid. 8.3 As noted in the Legal Advertisement, attendance by all bidders at the Pre-Bid Conference is non-mandatory. GC-IB-3 Section 9. Examination of Site and Contract Documents 9.1 By executing and submitting its Bid, each Bidder certifies that it has: a. Examined all Bidding Documents thoroughly; b. Visited the site to become familiar with local conditions that may in any manner affect performance of the Work; c. Become familiar with all federal, state and local laws, ordinances, rules, and regulations affecting performance of the Work; and d. Correlated all of its observations with the requirements of Bidding documents. No plea of ignorance of conditions or difficulties that may exist or conditions or difficulties that may be encountered in the execution of the Work pursuant to these Bidding Documents as a result of failure to make the necessary examinations and investigations shall be accepted as an excuse for any failure or omission on the part of the Successful Bidder, nor shall they be accepted as a basis for any claims whatsoever for extra compensation or for an extension of time. 9.2 The Owner will make copies of surveys and reports performed in conjunction with this Project available to any Bidder requesting them at cost; provided, however, the Owner does not warrant or represent to any Bidder either the completeness or accuracy of any such surveys and reports. Before submitting its Bid, each Bidder shall, at its own expense, make such additional surveys and investigations as may be necessary to determine its Bid price for the performance of the Work within the terms of the Bidding Documents. This provision shall be subject to Section 2.3 of the General Conditions to the Agreement. Section 10. Material Reauirements It is the intention of these Bidding Documents to identify standard materials. When space is provided on the Bid Schedule, Bidders shall specify the materials which they propose to use in the Project. The Owner may declare any Bid non-responsive or irregular if such materials are not specifically named by Bidder. Section 11. Bid Quantities 11.1 Quantities given in the Bid Schedule, while estimated from the best information available, are approximate only. Payment for unit price items shall be based on the actual number of units installed for the Work. Bids shall be compared on the basis of number of units stated in the Bid Schedule as set forth in the Bidding Documents. Said unit prices shall be multiplied by the bid quantities for the total Bid price. Any Bid not conforming to this requirement may be rejected. Special attention to all Bidders is called to this provision, because if conditions make it necessary or prudent to revise the unit quantities, the unit prices will be fixed for such increased or decreased quantities. Compensation for such additive or subtractive changes in the quantities shall be limited to the unit prices in the Bid. Subsequent to the issuance of a notice to proceed, the GC-IB-4 Project Manager and the Successful Bidder shall have the discretion to re-negotiate any unit price(s) where the actual quantity varies by more than 25% from the estimate at the time of bid. Section 12. Award of Contract 12.1 Any prospective bidder who desires to protest any aspect(s) or provision(s) of the bid invitation (including the form of the bid documents or bid procedures) shall file their protest with the Purchasing Director prior to the time of the bid opening strictly in accordance with Owner's then current Purchasing Policy. 12.2 Statement of Award: The Award of Contract shall be issued to the lowest, responsive and qualified Bidder determined by the base bid, and any, or all, selected alternates, and the Owner's investigations of the Bidder. In determining the lowest, responsive and qualified bidder, the Owner shall consider the capability of the Bidder to perform the contract in a timely and responsible manner. When the contract is awarded by Owner, such award shall be evidenced by a written Notice of Award, signed by a Purchasing Agent of the Owner's Purchasing Department or his or her designee and delivered to the intended awardee or mailed to awardee at the business address shown in the Bid. Because of the need to complete these proiects in a short timeframe, separate contracts may be awarded to two vendors for the followinQ: 1) Lely Main Canal and 2) Lely Manor Canal Outfall (North and South Sections). The County will have the option of awardinQ all proiects to one contractor if it is in the best interest of the County. Bidders must submit pricing on all three sites to be considered for award. Local Vendor Preference: The Collier County Board of County Commissioners has adopted a Local Preference "Right to Match" policy to enhance the opportunities of local businesses to receive awards of Collier County contracts. A "local business" is defined as a business that has a valid occupational license issued by either Collier or Lee County for a minimum of one (1) year prior to a Collier County bid or proposal submission that authorizes the business to provide the commodities or services to be purchased, and a physical business address located within the limits of Collier or Lee Counties from which the vendor operates or performs business. Post Office Boxes are not verifiable and shall not be used for the purpose of establishing said physical address. In addition to the foregoing, a vendor shall not be considered a "local business" unless it contributes to the economic development and well-being of either Collier or Lee County in a verifiable and measurable way. This may include, but not be limited to, the retention and expansion of employment opportunities, the support and increase to either Collier or Lee County's tax base, and residency of employees and principals of the business within Collier or Lee County. Vendors shall affirm in writing their compliance with the foregoing at the time of submitting their bid or proposal to be eligible for consideration as a "local business" under this section. When a qualified and responsive, non-local business submits the lowest price bid, and the bid submitted by one or more qualified and responsive local businesses is within ten percent (10%) of the price submitted by the non-local business, then the local business with the apparent lowest bid offer (i.e. the lowest local bidder) shall have the opportunity GC-IB-5 to submit, an offer to match the price(s) offered by the overall lowest, qualified and responsive bidder. In such instances, staff shall first verify if the lowest non-local bidder and the lowest local bidder are in fact qualified and responsive bidders. Next, the Purchasing Department shall determine if the lowest local bidder meets the requirements of Section 287.087 F.S. If the lowest local bidder meets the requirements of 287.087, F.S., the Purchasing Department shall invite the lowest local bidder to submit a matching offer to the Purchasing Department which shall be submitted within five (5) business days thereafter. If the lowest local bidder submits an offer that fully matches the lowest bid from the lowest non-local bidder tendered previously, then award shall be made to the local bidder. If the lowest local bidder declines or is unable to match the lowest non local bid price(s), then award will be made to the lowest overall qualified and responsive bidder. If the lowest local bidder does not meet the requirement of Section 287.087 F.S. and the lowest non-local bidder does, award will be made to the bidder that meets the requirements of the reference state law. Bidder must complete and submit with their bid response the Affidavit for Claiming Status as a Local Business which is included as part of this solicitation. Failure on the part of a Bidder to submit this Affidavit with their bid response will preclude said Bidder from being considered for local preference on this solicitation. A Bidder who misrepresents the Local Preference status of its firm in a bid submitted to the County will lose the privilege to claim Local Preference status for a period of up to one year. The County may, as it deems necessary, conduct discussions with responsible bidders determined to be in contention for being selected for award for the purpose of clarification to assure full understanding of, and responsiveness to solicitation requirements. 12.3 For Bidders who may wish to receive copies of Bids after the Bid opening, The Owner reserves the right to recover all costs associated with the printing and distribution of such copies. 12.4 Certificate of Authority to Conduct Business in the State of Florida (FS 607.1501) In order to be considered for award, firms submitting a response to this solicitation shall be required to provide a certificate of authority from the Florida Department of State Divisions of Corporations in accordance with the requirements of Florida Statute 607.1501 (www.sunbiz.orQ/search.html). A copy of the document shall be submitted with the solicitation response and the document number shall be identified. Firms who do not provide the certificate of authority at the time of response shall be required to provide same within five (5) days upon notification of selection for award. If the firm cannot provide the document within the referenced timeframe, the County reserves the right to award to another firm. GC-IB-6 Section 13. Sales Tax 13.1 The Successful Bidder acknowledges and agrees that Owner may utilize a sales tax savings program and the Successful Bidder agrees to fully comply, at no additional cost to Owner, with such sales tax savings program implemented by the Owner as set forth in the Agreement and in accordance with Owner's policies and procedures. Section 14. Exclusion of County Permits in Bid Prices 14.1 To ensure compliance with Section 218.80, F.S., otherwise known as "The Public Bid Disclosure Act", Collier County will pay for all Collier County permits and fees applicable to the Project, including license fees, permit fees, impact fees or inspection fees applicable to this Work through an internal budget transfer(s). Hence, bidders shall not include these permit/fee amounts in their bid offer. However, the Successful Bidder shall retain the responsibility to initiate and complete all necessary and appropriate actions to obtain the required permits other than payment for the items identified in this section. 14.2 The Successful Bidder shall be responsible for procuring and paying for all necessary permits not issued by Collier County pursuant to the prosecution of the work. Section 15. Use of Subcontractors 15.1 To ensure the Work contemplated by the Contract Documents is performed in a professional and timely manner, all Subcontractors performing any portion of the work on this Project shall be "qualified" as defined in Collier County Ordinance 87-25, meaning a person or entity that has the capability in all respects to perform fully the Agreement requirements and has the integrity and reliability to assure good faith performance. A Subcontractor's disqualification from bidding by the Owner, or other public contracting entity within the past twelve months shall be considered by the Owner when determining whether the Subcontractors are "qualified." Bidders on any service related project, including construction, must be qualified and directly responsible for 30% or more of the solicitation amount for said work. 15.2 The Owner may consider the past performance and capability of a Subcontractor when evaluating the ability, capacity and skill of the Bidder and its ability to perform the Agreement within the time required. Owner reserves the right to disqualify a Bidder who includes Subcontractors in its bid offer which are not "qualified" or who do not meet the legal requirements applicable to and necessitated by this Agreement. 15.3 The Owner may reject all bids proposing the use of any subcontractors who have been disqualified from submitting bids to the Owner, disqualified or de-certified for bidding purposes by any public contracting entity, or who has exhibited an inability to perform through any other means. 15.4 Notwithstanding anything in the Contract Documents to the contrary, the Bidders shall identify the subcontractor(s) it intends to use for the categories of work as set forth in the List of Subcontracts attached hereto, said list to be submitted with its bid. Bidders GC-IB-7 acknowledge and agree that the subcontractors identified on the list is not a complete list of the subcontractors to be used on the Project, but rather only the major subcontractors for each category of Work as established by Owner. Bidders further acknowledge that once there is an Award of Contract, the Successful Bidder shall identify, subject to Owner's review and approval, all the subcontractors it intends to use on the Project. Once approved by Owner, no subcontractor shall be removed or replaced without Owner's prior written approval. Section 16. Prohibition of Gifts No organization or individual shall offer or give, either directly or indirectly, any favor, gift, loan, fee, service or other item of value to any County employee, as set forth in Chapter 112, Part III, Florida Statutes, Collier County Ethics Ordinance No. 2004-05, and County Administrative Procedure 5311. Violation of this provision may result in one or more of the following consequences: a. Prohibition by the individual, firm, and/or any employee of the firm from contact with County staff for a specified period of time; b. Prohibition by the individual and/or firm from doing business with the County for a specified period of time, including but not limited to: submitting bids, RFP, and/or quotes; and, c. immediate termination of any contract held by the individual and/or firm for cause. Section 17. Public Entity Crimes By its submitting a Bid, Bidder acknowledges and agrees to and represents it is in compliance with the terms of Section 287.133(2)(a) of the Florida Statutes which read as follows: "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a bid, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids, proposals, or replies on leases of real property to a public entity'; may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity; and may not transact business with any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list." GC-IB-8 Cof:r County - ~......~ Administralive Services Division Purdlasing Email: BrendaBrilhart@coiliergov.net Telephone: (239) 252-8446 FAX: (239) 252-6697 ADDENDUM Memorandum Date: January 15, 2010 From: Brenda Brilhart, Purchasing Agent To: Interested Bidders Subject: Addendum #4 -ITB #10-5198 - "Lely Area Stormwater Improvement Project (LASIP) 1) Lely Main Canal and 2) Lely Manor Canal West Outfall (North & South Sections) The following clarifications are issued as Addendum #4 identifying the following change for the referenced bid: CHANGE: The Due Date for the bid has been extended until January 20, 2010. ADD: Revised Bid Schedule for Lely Manor Canal West Outfall - South Section - bidders must submit addendum bid schedule to be considered for award. ADD: Specifications for As-Builts - Attached. CHANGE: Attached are changed plan sheets for Lely Main Canal and Lely Manor West Outfall (N). Q: Clarify the Rip Rap/FDOT requirements. A: Rip Rap does not have to come from an FDOT source. They rip rap can be obtained from local sources. Q: Will "Or Equal" substitutes be allowed for proprietary items? A: Bid the specified product and if a substitute is suggested, provide details on a separate sheet of a paper- if an alternative is going to be considered it must be reviewed and accepted by the County. This will be managed post award. All bidders should be pricing requested item. Q: 20-week lead time for Waterman gates could make the schedule difficult. A: Waterman currently has a 90-day lead time for producing gates once they have received approved shop drawings. They need about 3-4 weeks to produce the shop drawings. 90-days within the 180-days to substantial completion should allow adequate time to complete the work. In addition, Whipps,.lnc. gates have been used on another LASIP weir control structure. Their lead time for ordering gates is less than Waterman at approximately 8-weeks. Q: Large Trees on the Main Canal site - will these all be removed? A: See details in notes on plan sheet - and the awarded vendor will meet on site prior to any plant material changes to determine which trees are to be removed. Q: Can Box Culverts be pre-cast? A: Yes, as stated at the Pre-bid meeting. Q: Fabric on West site - encapsulated - one layer, is the quantities doubled to account for this? A: The Mirafi Filterweave (500 woven) was already doubled. Please refer to the plans. No change for this comment. As a separate change the MCF 1212 fabric quantity has been updated. If you require additional information please post a question on the eBid site or contact me (contact information above). c: Shane Cox/Margaret Bishop, Project Manager Enc: As Built Specifications Bid Schedule Plan Sheets 2lPage .. 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'" j'l - :;; ~ :;; - :;; u 0 x x "" <0 ro :;; <0 :;; :;; u: 0 ro x ii U 0- .t 0- 0- '" ::> '" w w w ,.., a u '" '" on << - w '" en ~ J!i '" ,.., N '" .,. en "' .... <Xl en 0 ,.., N '" .,. en '" .... <Xl en 0 ,.., N '" .,. en " << on u a ,.., ,.., ,.., ,.., ,.., ,.., ,.., ,.., ,.., ,.., N N N N N N Iii ,.., ,.., ,.., ,.., ~ - - - - ;;: < < < < ~ '0 ~ "" :;; COLLIER COUNTY TRANSPORTATION SERVICES DIVISION STANDARD FOR DESIGN AND AS-BUILT ELECTRONIC DRAWINGS PURPOSE: To establish standards for electronic design drawings and as-built drawings for capital improvements within County road right-of-ways that allows efficient migration of the data to the County's geographic information system (GIS). INTRODUCTION: Microstation and AutoCAD are the accepted software for electronic drawings for design and as-built drawings because they offer statewide or national standards, including layering of information. The intent ofthe layering standard is to promote consistency between drawings, and maximize the reusability of drawing data. The effective use of layering standards also facilitates the emcient transfer of data to shared graphical information for display, editing and plotting purposes. Layer/Level naming conventions must be followed for approval. 1: Standards Information: * For Microstation: Refer to the Florida Department of Transport (FDOT) standards for Microstation standards at: http:J /www.dot.state.fl.us/ecso/ downl oads/pu blicati ons/Cri teriaHandBook/ * For AutoCAD: Refer to the National Cad Standards (NCS) for AutoCAD files standards at: http://www.nationalcadstandard.org/about.php for latest edition and layering guidelines. 2: Requirements: The deliverable must follow Map Projection, Horizontal and Vertical Datum requirements as below. * Map Projection: All projects, independent of approval date, must be submitted in the correct coordinate system - The Projected coordinate system is NAD_1983_State Plane, Florida East FIPS 0901. US feet, Projection is Transverse Mercator and geographic coordinate system is GCS_North_American_1983. If any as-built is submitted in a different coordinate system, or no coordinate system, it will be rejected and deemed as an unapproved project by the Transportation Services Division. It will require further manipulation to meet the standards required for as-built electronic files before reaching approval and signed off status by the Transportation Services Division. * Horizontal Datum: D North American 1983. * Vertical Datum: North American Vertical Datum - NA VD 88. * Data Set Accuracy: Specifying one set of numeric accuracy values is not practical for all construction methods. Therefore, each set of drawings must specify and attest to the accuracies being provided within the metadata. * Data Development Applications: Accepted software applications: Microstation V8 AutoCAD Land Development 2004 (or higher) or AutoCAD Civil 3D 2007 (or higher). * Data Delivery Media: Acceptable delivery media: CD (Compact Disk) DVD (Digital Video Disk) Unacceptable delivery media: Floppy disks and Zip disks. If data is submitted using floppy or zip disks, they will be returned as incomplete project submittals. 3: Drawing Composition: · All AutoCAD / Microstation drawings shall be purged of empty, unused, or non-essential drawing data prior to submittal to Collier County Transportation Services Division. This includes all unused layers/level, linetypes, blocks, fonts and entities. · AutoCAD / Microstation drawings shall not contain any unused frozen layers / levels. All unused entities on trozen layers/levels should be erased, and the empty layers /Ievels purged. · AutoCAD / Microstation drawings shall not contain multiple overlaid lines or lines with multiple segments unless the overlaid lines or adjacent line segments are assigned to different layers. · Survey data shall be included in the AutoCAD/ Microstation drawings and placed on the appropriate layers. (Survey points must use the _ PNEZD comma delimited format). · Survey reference points and benchmark data must be clearly labeled with their coordinate values on the plan set. 4: Entity Properties: To ensure the integrity of the original drawing when viewing or printing, it is essential that AutoCAD / Microstation entities are created following these standards: · Entity colors shall be defined by layer / level, not by entity. · Blocks shall be defined (created) on layer / level 0 (zero). · All attributes shall be defined on layer / level 0 (zero). 5: Model Space (for Auto CAD) / Design Models (for Microstation) and Paper Space (for Auto CAD) /Sheet Models (for Microstation) Usage: These guidelines are suggested for using Model Space / Design Models and Paper Space /Sheet Models effectively: · Place title blocks, schedules and general notes at full-scale in Paper Space / Sheet Models whenever possible. · Label scaled viewports with the appropriate scale in Model Space / Design Models. · Do not place or draw model-related blocks. tags and objects in Paper Space / Sheet Models. · Draw all Model Space / Design Models objects at full scale. · Scale objects using Paper Space / Sheet Models viewports - Zoom view ports to the appropriate scale. 6: External References - XREF' s: External References (XREF's) contained in AutoCAD drawings created outside of Collier County Transportation Services Division can result in content discrepancies in the delivered drawing set. In some cases XREF's may be permissible, however this arrangement must be worked out in advance with Collier County Transportation Services Division. To ensure the integrity of the drawing set, and minimize potential problems: · AutoCAD drawings submitted to Collier County Transportation Services Division shall not contain any XREF's. · XREF's shall not be "bound" to drawings prior to delivery. · If drawings contain XREF's, they should be inserted as blocks prior to submittal to Collier County Transportation Services Division. Layers contained in XREF's inserted as blocks shall conform to Collier County Transportation Services Division standards. 7: AutoCAD Drawing Support Files: Drawings created using non-standard AutoCAD fonts, Iinetypes, and hatch patterns can result in content discrepancies in the delivered drawing set. To ensure thc integrity of the drawing set, and minimize potcntial problems: · Only native AutoCAD or AutoCAD Land Desktop fonts, linetypes, and hatch patterns or the CAD Symbology provided by the National CAD Standards are allowed. · Custom fonts, Iinetypes, and hatch patterns, including those provided by 3rd party software, shall not be used. 2 * Only these TrueType fonts shall be used: Arial, Courier New, Times New Roman. * Postscript fonts shall not be used. 8: File Transmittal: The content of electronic drawings provided by the contractor must match the delivered original hard copy set as closely as possible, ifnot exactly. To ensure the integrity of the electronic drawing set upon delivery to Collier County Transportation Services Division: * Ensure the drawings adhere to the guidelines presented in this document. Review the procedures for preparing drawings for submittal as detailed in the preceding paragraphs. * Include a hard copy index containing filenames and sheet numbers for each submittal. This ensures the completeness of the drawing set and assists in archival procedures. * Include a transmittal sheet with all submittals indicating Collier County Transportation Services Division project number, Collier County Transportation Services Division project name (if applicable) and complete listing of all materials submitted. * Include AutoCAD .PC2, .PCP or .CTB plot configuration. * Include all field survey data as indicated in Drawing Composition. Section 3 above. * Submit hard copies of original contractor "red line" plans and specifications. * All hard copies of civil and site plan must be sealed and signed bv a Licensed Survevor or Professional Engineer and clearlv marked. such as "90% Design","As-built" etc. 9: The following documentation shall be delivered to Collier County Transportation Services Division at the following project milestones: * Design - Schematic/Preliminary/Working Drawings Collier County Transportation Services Division requires a complete set of Review Documents in AutoCAD on CD-ROM, in DWG format for Auto CAD / DGN format for Microstation and in PDF hard copy fonnat for review of confonnance to these CAD Standards by Collier County Transportation Services Division. During the preliminary and design phases of the project, Collier County Transportation Services Division staff that review the design may use the DWG format, DGN format and PDF format to provide design/conceptual comments/questions. * Pre-Construction CAD drawing files in DWG format for AutoCAD/ DGN fonnat for Microstation, as well as specifications in electronic (PDF) shall be submitted to the Collier County Transportation Services Division Project Manager on CD-ROM * Record Drawings contractors shall submit, on CD-ROM and hardcopy format, approved As-Built Documents to Collier County Transportation Services Division at the capital project acceptance meeting. 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I;l~~~~~;:"= z ~.I~ <t ~ ;::~ l ~ 8 E:~i!~~~~ ~ ::1 ~ ~~e. ~. ~~ ~~ ii.~: ~g Z ~z _.~ 2 ~r;-;:::~. m::J ~ ~itS.r- ~ h;~ ,,~ ;::: _. <: m ~ ~ I:l ~;i ~ <:;. ~ ~ " m .' g~ .~ o , o m z , m " ~lf~~ta~=r'l ~g-::g.~~g~ 2.~;J~s2~~ ;!~~~~",c.~ ~a ~~ ....6 ~., .. > ~ ;..:xx~~ ;C ~ il' .. ~~;..: :II! ~ ;C '" -l Co~ County ~ Administralive Services Division Purchasing Email: BrendaBrilhart@colliergov.net Telephone: (239) 252-8446 FAX: (239) 252-6697 ADDENDUM Memorandum Date: January 11, 2010 From: Brenda Brilhart, Purchasing Agent To: Interested Bidders Subject: Addendum #3 -ITB #10-5198- "Lely Area Stormwater Improvement Project (LASIP) 1) Lely Main Canal and 2) Lely Manor Canal West Outfall (North & South Sections) The following clarifications are issued as Addendum #3 identifying the following change for the referenced bid: ADD: Borings Report for Lely Manor Canal West Outfall (South Section). If you require additional information please post a question on the eBid site or contact me (contact information above). c: Shane Cox/Margaret Bishop, Project Manager Enc: Report I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING SERVICES REPORT LEL Y MANOR OUTFALL WEST Collier County, Florida ! I I Allied Project No. 48-6681 Prepared for: Mr. R Shane Cox, P.E. Senior Project Manager Storm .Mer ..na........ Depa. th_nt 2885 South Horseshoe Drive Naples, Florida 34104 December 30, 2008 AI.UED &TI , I CorponHion Cink, Fort 239. 12W.n.FMI4 x I I I I I I I I I I I I I I I I I I I \1 d lar 5K'l> (j)) pOr:l!;:';; ('irdl h,d \l~h'~' ikq'id,l ~(Y)iI':: i~'') ,_q-i,~nJ 1:_\<i:,'q.(,f;J.4I-\\ LY.I' _ ~gL,L-J;n;:i.thyj lJJ!!.n!Jil I <(;'-lhn i>">. ;\HU December 30, 2008 Mr. R Shane Cox, P.E Senior Project Manager Stonn Water Management Department 2885 Horseshoe Drive Naples, Florida 34104 239-252-5792 239-659-5790 Fax SUBJECT: Geotechnical Engineering Services Lely Manor Outfall West, Collier County, Florida Allied Project Number 48-6681 Dear Mr. Cox: Allied Engineering and Testing, Inc. is pleased to submit this report for the geotechnical engineering services for the above referenced project. The scope of our services was outlined in our proposal No. 08-2138R2 dated October 8, 2008. The following report presents the project information made available to us, our observations of the existing site conditions, the subsurface geotechnical information obtained during our exploration, and our recommendations for geotechnical design parameters. Also induded with this report is a boring location plan and the results of our field and laboratory testing. The assessment of the site environmental conditions for the presence of pollutants in the soil, rock, and ground water at this site was not induded as part of our services. We appreciate the opportunity to be of service to you. If you have any questions regarding the information contained in this report or if we may be of further service to you do not hesitate to reach us. Sincerely; ALLIED E~GINEERING & TESTING, INC. UdlJ.1 /A.Y"./1-' Su<fursana R Chilakala Staff Engineer "'" j D.L.E. Florida Registration No. 59716 Copies Submitted. 3) Addressee I I I I I I I I I I I I I I I I I I I Leiy Manor Outfall West CL: Storm Water Management Department Allied Project No. 48-6681 December 30, 2008 TABLE OF CONTENTS INTRODUCTION. ............................................. Page 1 PROJECT INFORMATION ...... SUBSURFACE EXPLORATION ..... ........................................... Page 1 ... Page 1 LABORATORY TESTS ............... Gradation Tests .............. .... Page 1 Page 2 .......... Page 2 ... Page 3 Page 3 SUBSURFACE GEOTECHNICAL CONDITIONS GEOTECHNICAL EVALUATION ............................................. ............... Suitability of soils as Construction Fill .......................................... FOUNDATION RECOMMENDATIONS.................................................................... .. Page 4 Spread Foundation .... ...................................................... ............................. .... Page 4 Sheet Pile Weir .................. ..................... ......................................................... Page 4 BASIS FOR EVALUATION AND RECOMMENDATIONS ............... ............... Page 4 Figure 1 - Soil Vicinity Map Figure 2 - Soil Boring Location Plan Figures 3 through 4 - Soil Boring Profiles Table 1 - Summary of Laboratory Test Results APPENDIX A Soil Test Boring Procedures Classification and Symbols APPENDIX B Gradation Tests J :\Gootechnkal Eflgi~ng\Geo Projoct\2008 Report.'M8,~ 6681 ... Lely Manor Canal\4&-6681,_ Report.wpd I I I I I I I I I I I I I I I I I I I Lely Manor Outfall West CL: Storm Water Management Department Allied Project No. 48-6681 December 30,2008 INTRODUCTION Collier County Department of Storm Water Management retained Allied Engineering & Testing, Inc. (Allied) to perform a geotechnical engineering evaluation for Lely Canal flow ways including proposed Weir Structures on flow way. The project is located in Collier County, Florida. Refer to Figure 1 for a site vicinity map. The purpose of the study is to evaluate subsurface soil and groundwater conditions and to develop geotechnical related design criteria and recommendations for the weir structure foundations and site preparation including the evaluation of the suitability of the excavated soils for filling and compaction. The results of this study are presented in this report. PROJECT INFORMATION Based on the information pnovided by the Collier County Storm Water Management Department and the surveyor drawings, the proposed flow way canal are appnoximately 3,700 feet long. One (1) weir structure is pnoposed between station points 2 and 3 Boring Location B-1 on Lely Lane flow way. SUBSURFACE EXPLORATION The subsurface conditions were explored by drilling four (4) Standard Penetration Test (SPT) and four (4) Hand Auger borings. The SPT borings were drilled along the center line of the canal berm. The borings extended to depths of about 16 feet to 24 feet fnom the actual gnound level. The Hand Auger Borings were drilled to a depth of about 5 feet to 6 feet. The soil borings were performed in general accordance with the procedures described in the Appendix A. The number, depths, and locations of the bOrings were designated by Collier County Department of Storm Water Management. The Boring Location Plan (Figure 2) illustrates the approximate iocation of the borings. The borings were drilled in December, 2008. The subsurface conditions encountered at the test boring locations are illustrated on the Soii Profiles (Figure 3 thnough 4). The test boring pnofiles represent our interpretation of the soil conditions encountered based on the driller's field logs and visual examination of the soil samples obtained in the laboratory by a geotechnical engineer. The stratification iines representing the interface between various changes in soil conditions I types are approximate. The actual transition between strata may be gradual. LABORATORY TESTS The laboratory tests were conducted in general accordance with ASTM specifications. The laboratory test results are summarized on Table 1. The ASTM method number for each test and the number of tests completed are presented in the following table. l:\Gooteclutic.ll Enginccring\Geo Projed\2008 Reports\4I'(.6681_ Lely Manor CanaJ\4s..6681 m Report wpd Page 1 I I I I I I I I I I I I I I I I I I I Leiy Manor Outfall West CL: Storm Water Management Department Allied Project No. 48-6681 December 30. 2008 Test Description Number of Test ASTM Test Method ---~----~ Soil Classification 48 0-2487 and 0-2488 - Gradation Analysis 3 0-422 Percent Passinq No. 200 Sieve 3 0-422 and 0-1140 Gradation Tests A total of three (3) gradation tests and three (3) percent passing the No. 200 sieve size tests were performed on samples obtained during the field exploration program. Material passing the No. 200 sieve is considered "fines" and will be either silt or ciay. The percent passing the No. 200 sieve ranged from 19.5 percent to 25.1 percent. The particle size distribution curves are presented in the Appendix B and the test results are summarized on Table 1. SUBSURFACE GEOTECHNICAL CONDITIONS The subsurface soils have been grouped into 6 strata. General descriptions and depths at which these soils were encountered are presented on the Soil Profiles. Strata 1 Soils consists various shades of brown and gray clean fine SAND (SP) with traces of roots and gravel. These sands are very loose to loose based on the SPT N -Values. They are encountered from existing ground level to a depth of 8 feet in boring B-1. from existing ground level to 2 feet in 8 -2, from existing ground level to 4 feet and again from 12 feet to 16 feet in 8-3, from existing ground level to 2 feet in B - 4, from existing ground level to entire drilled depths in hand auger borings HA -1 to HA - 4. Strata 2 Soils consists shades of gray lightly cemented to well cemented coarse SANDS (SP- Cemented) with trace of gravel and shell. These sands are very loose to very dense based on the SPT N -Values. They are encountered from about 10 feet to 14 feet and again from about 16 feet to 18 feet in B -1, from about 4 feet to 8 feet in 8 -3 from existing ground level. Strata 3 Soils consists shades of gray weathered LIMESTONE (WLS) weathered to fine silt, sand and gravel, trace of shell. These soils are very loose to very dense based on the SPT N -Values. They are encountered from about 8 feet to 10 feet, again from about 14 feet to 16 feet and from 18 feet to 24 feet in 8 -1, from about 6 feet to 16 feet in B-2, from about 10 feet to 12 feet in B-3, from about 4 feet to 16 feet in B-4 from existing ground level. Strata 4 Soiis consists of gray slightly clayey SAND (SP-SC). These sands are very loose based on the SPT N -Values. They are encountered from about 2 feet to 4 feet in 8 -2, from existing ground level. Strata 5 Soils consists shades of gray and brown very silty SAND (SM). These sands are very loose to medium dense based on the SPT N -Values. They are encountered from about 4.5 feet to 6 feet in B-2, from about 8 feet to 10 feet in B-3, from about 2 feet to 4 feet in B - 4 from existing ground level. J:\Geotcchnkal Engint.."Cring\Gl,.'(l ~cct\2008 Rcports\48,_6681_Lely Manor CanaM8-668I "RepoI'l.\vpd Page 2 I I I I I I I I I I I I I I I I I I I Lely Manor Outfali West CL: Storm Water Management Department Allied Project No. 48-6681 December 30,2008 Strata 6 consists of a gray LIMESTONE (LS) layer, encountered at about 4 feet to 4.5 feet in B - 2, this rock layer is moderately hard based on SPT N-Values. Groundwater was encountered in all the borings at the time of drilling, the depth ranging between 4 to 5 feet below the ground surface. Fluctuation in the groundwater level may occur due to rainfall patterns, seasonal temperature variations, and construction activities. The soil layers containing a high silt or day content that could be considered as confining layers were not encountered in our investigation program. GEOTECHNICAL EVALUATION The geotechnical evaluations for the proposed construction site are based on the subsurface soil and groundwater conditions encountered during this study, the project infomnation made available, our site observations, and our experience in the vicinity. The test data has been evaluated using established correlations between geotechnical parameters and N-values similar with those recorded at this site, laboratory test results and the observed perfomnance of similar soil types. Suitability of soils as construction fill The near surface sandy soils, Strata 1 through 5, may be excavated with nOmnal heavy earthmoving equipment such as large hydraulic backhoes. It is possible that excavation of hard limestone layers (stratum 6) may require blasting or trenching, if thicker than 3 feet layers ael be encountered during excavating. The strata 1, 2, and 4 soils are suitable for use as embankment and structural fill material. Roots and other organic material encountered during site development and excavation should be removed from proposed fill material. The soils extend below the water table and should be allowed to dry prior to placement and compaction. This can be accomplished by stockpiling the material and allowing it to drain, or by spreading it in relatively thin lifts on the surface to be filled, and allowing it to dry prior to compaction. The strata 3 very silty, sandy and gravelly weathered Limestone layers (WLS) are not suitable for backfill or structural fill. This strata of soils may be washed or screened to improve suitability. The strata 5 materials consists of high percentage of silt and day fines. The material with higher percentage of fines may be readily mixed with the deaner sands to improve the workability of the soils. The limestone layers (Stratum 6) were encountered in only one of the boring. The depth of these limestone layers are between 4 feet to 4.5 feet depth from the existing ground level with the thickness varying from about 0.5 feet. Trenching and blasting may not be required. Typically rock in this area consists of moderately hard "caprock". This rock is typically found as large fractured boulders. Based on previous experience with projects in this area, it is our opinion that this rock may be excavated with large track hoes. However, the larger boulders may be too heavy for small track hoes, backhoes or drag lines. J:\Gcotcchnical Englneering\(~ Project\2008 Reports\48".6681."l.dy Manor CanaI\48-6681__Rcpolt- wpd Page 3 I I I I I I I I I I I I I I I I I I I Lely Manor Outfall West CL: Storm Water Management Department Allied Project No. 48-6681 December 30, 2008 FOUNDATION RECOMMENDATIONS Based on the information provided by Collier County Storm water Management Department, One weir will be constructed at the boring location B-1, the weir would be either the conventional concrete weir with spread footings or by driving a steel sheet pile wall with or with out a reinforced concrete cap will be placed on the top of the sheet pile wall. Spread Foundation The recommendations included here are based on the information available now, since the weir design information like the difference in water levels on either side of the weir or the weir top level and weir section details are not available. Our recommendations are based the soil profile at the proposed weir location. The loose sand supporting the weir structure may settle and allow negligible loads to be applied on these soil layers. In order to provide the spread foundation for the weir structure, we recommend the soiis below the foundation level to be completely compacted to a density of at least 95% of the Modified Proctor Dry Density (ASTM 0-1557) to a minimum depth of 6 feet below the existing ground level. The spread foundation system may be designed for the proposed structures, after the site has been prepared as discussed above, with a maximum allowable bearing capacity of 1500 PSF. Sheet Pile Weir The sheet pile walls need to be driven to depths sufficient to resist the lateral pressure imposed by the differential water depths. The piles should also be driven deep enough to reduce the potential for piping of the near-surface soils caused by the upward seepage forces. Based on the foundation requirements for the similar projects and the soil profiles obtained in boring B -1, the piles should be driven to depths of at least 20 feet below the proposed respective canal bottom levels to resist the lateral pressure and minimize the risk of piping. The sheet pile wall should extend a minimum of 10 feet into the canal banks. The exact sheet pile wall weir design parameters could be derived only after knowing the actual weir and water levels in the canal both upstream and down stream. The retaining walls for the case of a vertical wall and a horizontal soil surface should be designed for an active pressure coefficient K.and passive pressure coefficient K". Walls that are restrained from movement should be designed assuming an "at-resr coefficient of lateral earth pressure, K". A triangular stress distribution should be assumed. The estimated values of pressure coefficients are presented in the table below. J:\GeQtechnical Engineering\Gco Projed\2008 RllporuiI486681. Lely Manor 0lnal\48-6681.Report. wpd Page 4 I I I I I I I I I I I I I I I I I I I Lely Manor Outfall West CL: Storm Water Management Department Allied Project No. 48-6681 December 30,2008 Moist Unit Internal Coefficient of Earth Pressure Weir at Elevation Weight Cohesion Friction Boring No. (feet) (psf) Angle (pcf) (0) K. K. Kp -~-~~,- .. -~._- -- --- 0-11 105 0 29 0.50 0.347 2.88 _. - ... --... -- B-1 11-18 110 0 30 0.50 0.333 3.00 18-24 115 0 32 0.45 0.307 3.25 Please note that no rock was encountered in boring (B -1) the weir location, however additionai borings may be required across the canal at the weir location to confirm the same. BASIS FOR EVALUATION AND RECOMMENDATIONS The evaluation and recommendations of this report are based on the information provided and the soil conditions encountered at the specific boring locations. These recommendations apply only to the specific project and site. If there are any changes to the project information discussed in this report we should be contacted to review the changes and modify our recommendations, if necessary. The construction procedures and geotechnical conditions encountered should be observed by experienced geotechnical personnel. This is necessary since the conditions encountered in the soil borings performed forthis study could change between the borings and the conditions may not be the same as those anticipated by the designers or contractors. Additionally, the soils could be altered by the construction process. If changes in the soil conditions are encountered or if the procedures are not adequate, this information should be reported to the design team so that timely recommendations can be prepared to solve the problem. Based on Allied Engineering & T estings' familiarity with the project, the subsurface geotechnical conditions, and the intent of the recommendations, we recommend the owner retain our firm to provide the necessary site observations and testing. We wish to remind you that our exploration services include storing collected samples and making them available for inspection of 60 days after submittal of our report. The samples are then discarded unless you request otherwise. 1;\(,eQtechllicaJ Engincering\Geo Project\2008 Roeport...\48, 6681,.Lely Manor CanaI\48-6681__Report. wpd Page 5 -~"--~"---r---------' I I I I I I I I I I I I I I I I I I I a. <( :2: ~ 2 <.) > LU l- (/) en a '" ,. e; a Jj ~ ..- LU c:: :J <9 I.L. ,"" : as .- :; )00. ,~ '" '0' o~., .I il: ,. t:.' ~ D' "'0 '" ~ u " a E E >.;.1 :t' '" -'" ~ " c '" E1 1i '" V iD ~ ~ ~ ~ ;> l! p 0] ~.. ;;. ,<o~ .. ~ ~ o c o '" '" '" E a F Saysho.. 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"'" N 00 ...; '" IX> ci ... ~ - '" "! ~ "'" IX> ,...: IX> N N ---- - -----t----~~- u c; '" U c: ell ill I c:: _ i 0:= I Vi r.J) , Q) Q) I E.g I I ::J 0 I -0; I u ~ lV c: ~ Co....; 1 to _..t:4.) fJ) (Om> >> ~Q;)E t= >3:0> U) ------- 1----- - ..., w"i oi '" ~ -- - ai N i ~ '" '" c: o ~ 'C U II> "' Cl '0 '" - II> - '3 II> "'- a::", _c: .. .- "'.. <:> t-: .. co. 0 .2'Cfl, z lij- " ('! o '" ..... o z - ... ci z ------ .t::._ - - Q.", ..,! 0- ---.- .. Q.. Ezo OJ I/) '" c: . .- 0 az G:l "'" N '" '" N '" <0 cO '" <0 ai '" ~- f--- -----~ '" ...; ... - ... ..., '" <0 ci ..0 '" "'" ~ 0 ,.., <0 "'" co ----- ----- N - o - o - <0 <0 '" en en N '" m m I I I I I I I I I I I I I I I I I I I Lely Manor Outfall West CL: Storm Water Management Department Allied Project No. 48-6681 December 30, 2008 SOIL TEST BORING PROCEDURES The soil test borings for this geotechnical study were performed in general accordance with ASTM 0-1586 standard specifications. In the Standard Penetration Test a 1.4 inch 1.0., 2.0 inch 0.0., split barrel sampler is driven into the soil at the test depth with a 140-pound hammer falling 30 inches. Dependent upon the soil conditions encountered, the boring is advanced by rotary drilling procedures or continuous sampling. With either method the borehole is stabilized with a viscous bentonite drilling fluid. The number of blows necessary to drive the hammer 18 inches or until 50 blows results in less than 6 inches of penetration is designated as the Standard Penetration Test. The number of blows for each 6 inches of penetration is recorded, The first 6 inches of penetration is considered to be a seating drive and the remaining 12 inches is the Standard Penetration Resistance Test Value (N-Value). Upon completion of the penetration test, the sample retrieved from the split barrel sampler is dassified in the field by the driller and a representative portion is placed in a sealed glass jar. The samples are then transported to the laboratory for visual dassification by a geotechnical engineer and further laboratory testing, if necessary. HAND AUGER SOIL TEST BORING PROCEDURES The Auger borings (AB) were advanced with a 4-inch diameter continuous flight auger. The borings were advanced by slowly twisting the auger into the soils. The auger is then pulled up vertically to expose the soil strata along the auger flights Samples were then removed and classified by an engineering technician. The field log was prepared by the technician. Representative samples of each soil stratum were retumed to the laboratory for further classification by the geotechnical engineer and laboratory testing. J:\Geokclmical. f.:ngineering\Oeo Project\2008 Reports\48J>681_,Lety MBJlOfCanaI\4&-6681 Rcport.wpd _'___""_"'_""___"~"'___,?-",'''A___'_._ I I I I I I I I I I I I I I I I I I I Leiy Manor Outfall West CL: Storm Water Management Department Allied Project No. 48-6681 December 30, 2008 SOIL CLASSIFICATION CLASSIFICA nON N- VALUE - STANDARD PENETRA nON RESISTANCE TEST V ALVES. BLOWS PER FOOT CORRELATION OF N-V ALUES WITH RELATIVE DENSITY AND CONSISTENCY CORRELATION OF N-VALUES WITH HARDNESS DESCRIPTION SILTS AND CLAYS COHESION LESS SOILS RELATIVE N-VALVE DENSITY N- VALUE CONSISTENCY N-VALUE 0-4 VERY LOOSE 0-2 VERY SOFf 0-19 5-10 LOOSE 3-4 SOFf 20-49 11-30 MEDIUM 5-8 FIRM 50-100 DENSE 9-15 STIFF 50 for 2 to 5 incbes 31-50 DENSE 16-30 VERY STIFF over 50 VERY DENSE 31-50 HARD 50 for 0 to 2 incbes over 50 VERY HARD MODIFIERS APPROXIMATE SAND/ GRAVEL CONTENT APPROXIMATE FINES CONTENTS MODIFIERS 5% - 15% sliebtlv siltv sligbtly clayey 5-15% 15% - 25% witb silt witb clay 15% - 25% 25 - 49% 25% - 49% siltv. clayey J;\Oeol.edmical F..ngineeringl,<ieo Project\2008 Reports\48~.6681 ~Lely Mt:ulO1" Canal\48-6681 Report wpd LIMESTONE RELATIVE DENSITY VERY SOFf SOFf MEDIUM HARD MODERATELY HARD HARD MODIFIERS slillbtlv sandy sligbtly gravely witb sand witb eravel sandy. eravelly I I I I I I I I I I I I I I ~ I I I ~ I I HYDROMETER u.s. SIEVE OPENING IN INCHES 6 4 3 2 1 5 1 Sf" 112318 3 4 6 U_S SIEVE NUMBERS 810 1416 20 30 40 50 60 100140200 I I : I I T ~l I I I - \ - . \ \ -- --- \ \ - \ -~ -. --~- :'\ I~ ~ 100 95 90 85 80 75 70 I- 65 J: !280 ~ >- 55 1Il 0: \\!50 ;;: I- 45 z w ~ 40 w 0.. 35 30 25 20 15 10 5 o 100 10 0.1 0.Q1 0.001 GRAIN SIZE IN MILLIMETERS I COBBLES I GRAVEL I~~ed,::_i_ fine l SILT OR CLAY coarse I fine Specimen Identification . B-1 5-11 20'-22' Classification Gathered LIMESTONE. weathered to fine silt. sand and gravel {WLS LL PI Cc Cu PL ... o ~ Specimen Identification z t;. B-1 5-11 20'-22' ~ " z w o w OJ "' 0100 4.75 060 1.217 030 0.183 010 %Gravel %Sand 0.0 64.8 %Silt %Clay 23.0 iA ~E z ~T w " GRAIN SIZE DISTRIBUTION Client: Collier County Stormwater Management Oept Project: Lely Manor Outfall West Location: Collier County, Florida 0.: 4 1 Allied Engineering & Testing, Inc_ 5850 Corporation Circle Fort Myers, Florida 33905 239-334-6833 . FAX 239-690-1582 I I I I I I I I I I I I I I I I II I I U,S. SIEVE OPENING IN INCHES 6 4 3 2 15 1 314 1/23/6 3 " 6 U.S. SIEVE NUMBERS 810 1416 20 30 40 50 60 100 140200 HYDROMETER r r . I .11 I I I r r \ \ \ - .-. ~ "- - 100 95 90 85 80 75 70 .... 85 J: !2 60 ~ >- 55 '" 0:: ~ 50 u:: .... 45 z w ~ 40 w n. 35 30 25 20 15 10 5 o 0.01 0.001 100 10 01 GRAIN SIZE IN MilLIMETERS COBBLES Cc Cu fine SILT OR CLAY PI Specimen Identification Classification LL . B-2 S-6 10'-12' eath8fGd LIMESTONE. weathered to fln. silt. sand and gravel (WLS PL to; g Specimen Identification z Ii;. B-2 S-6 10'-12' w ~ " z W Q W :0 ;;i ~ 000 1.911 030 0.17 010 %Gravel %Sand 0.0 48.6 %SiIt %Clay 25.1 0100 4.75 !A ~E z gT w " GRAIN SIZE DISTRIBUTION Client: Collier County Stormwater Management Oept. Project: Lely Manor Outfall West Location: Collier County, Florida Jo No.: 4 68 Allied Engineering & Testing. Inc. 5850 CO/poration Circle Fort Myers, Florida 33905 239-334-6833 . FAX 239-690-1582 '....---...,...---.- I I I I I I I I I I I I I I I I I I I U ,So SIEVE OPENING IN INCHES 6 -4 3 2 1 5 1 3/4 1123/8 3 " 6 U.S. SIEVE NUMBERS 810 1416 20 30 40 50 60 100140200 HYDROMETER I I I II'I . I I I I I I 1\ \ 1\ \ \ i I - ~ \. '\, 100 95 90 85 80 75 70 65 ... ::t: Q 60 w ;: >- 55 '" a: w50 z u: ... 45 z w ~ 40 w 0. 35 30 25 20 15 10 5 o 100 10 0.1 0.01 0.001 COBBLES GRAIN SIZE IN MilLIMETERS SAND SILT OR CLAY medium fine PL PI Cc Cu LL Specimen Identification . B-3 S-5 8'-10' Classification Silty SAND ISM) ~ b g Specimen Identification "' In. B-3 S-5 8'-10' w ~ " z w " w ::; J < 0100 4.75 060 1.075 030 0.203 010 %Gravel %Sand 0.0 68.5 %Silt %Clay 19.5 ~ ~ " GRAIN SIZE DISTRIBUTION Client: Coilier County Stormwater Management Oept. Project: t.ely Manor Outfall West Location: Collier County, Florida J b N .: 4 1 IA ~E z ~T w ::; Allied Engineering & Testing, Inc. 5850 Corporation Circle Fort Myers, Florida 33905 239-334-6833 * FAX 239-690-1582 Cot:r County ~ Administralive Services Division Purchasing Email: BrendaBrilhart@colliergov.net Telephone: (239) 252-8446 FAX: (239) 252-6697 ADDENDUM Memorandum Date: January 5,2010 From: Brenda Brilhart, Purchasing Agent To: Interested Bidders Subject: Addendum #2 -ITB #10-5198- "Lely Area Stormwater Improvement Project (LASIP) 1) Lely Main Canal and 2) Lely Manor Canal West Outfall (North & South Sections) The following clarifications are issued as Addendum #2 identifying the following change for the referenced bid: A non-mandatory pre-bid conference shall be held at the Purchasing Department, Conference Room A, Purchasing Building "G" at ~ 12:00 p.m. LOCAL TIME on the 6th 7th day of January 2010, at which time all prospective Bidders may have questions answered regarding the Bidding Documents for this Project. If you require additional information please post a question on the eBid site or contact me (contact information above). c: Shane Cox/Margaret Bishop, Project Manager Co~ County ---- .~.- .. .- Adninistralive Services Division Purchasing Email: BrendaBrilhart@colliergov.net Telephone: (239) 252-8446 FAX: (239) 252-6697 ADDENDUM Memorandum Date: December 18, 2009 From: Brenda Brilhart, Purchasing Agent To: Interested Bidders Subject: Addendum #1 - ITB #10-5198- "Lely Area Stormwater Improvement Project (LASIP) 1) Lely Main Canal and 2) Lely Manor Canal West Outfall (North & South Sections) The following clarifications are issued as Addendum #1 identifying the following change (s) for the referenced bid: Additional bid documents were added via Addendum #1. If you require additional information please post a question on the eBid site or contact me (contact information above). c: Shane Cox/Margaret Bishop, Project Manager . , I , j "] ) J I I J .J J I _I ( Forge Engineering, Inc. Forensic, GeotechnIcal, Environmental and Construction Consultants June 1, 2009 Mr. Dan Brundage, P. E. AGNOLl BARBER & BRUNDAGE, INC. 7400 Tamiami Trail North, Suite 200 Naples, Florida 34108 Phone (239) 597-3111 Email: brundage@abbinc.com Subject: Report of Geotechnical Exploration PROPOSED IMPROVEMENTS LASIP Lely Main Extension Naples, Collier County, Florida Forge Engineering Project Number 135-015.02 Forge Engineering Inc. (FORGE) is pleased to present this report of our geotechnical exploration for the proposed project. We have completed in general the services outlined in our proposal dated April 24, 2009 and authorized by you on May 4, 2009. This report presents the project information provided to us, the findings of our exploration, together with our geotechnical evaluation and recommendations. Purpose The purpose of this geotechnical study was to explore the general soil conditions along the proposed canal improvements site of the canal widening and to provide an evaluation for removal of the encountered soil. Environmental assessments or other studies were beyond the scoP'r of our services. This report has been prepared for the exclusive use of Agnoli, Barber and Brundage, Inc for specific application to the proposed project at the subject site. FORGE has endeavored to comply with the generally accepted geotechnical engineering practice common to the local area. FORGE makes no other warrant, express, or implied. ~ P.O. Box 113040, NAPLES, FLORIDA 34108. (239) 514-4100 . FAX (239) 514-4161 . www.forgeeng.com 5884 ENTERPRISE PARKWAY, FORT MYERS, FLORIDA 33905. (239) 693-7813 . FAX (239) 693-7821 . www,forgeeng.com Report of Geotechnical Exploration Proposed Improvements FORGE Project No. 135-015.02 June 1. 2009 Project Information Our understanding of this project is based on previous discussions with you, some assumptions that we have made based on our experience in the area, and a review of project plans provided by you. You also provided a "Location Map", dated December 2008, prepared by your firm, which depicts the desired soil boring locations. .1 We understand this phase of the project consists of widening and deepening the existing subject canal from Doral Circle to Rattlesnake Hammock Drive. We have not received any infomnation pertaining to the proposed box culvertlweir structure, although we understand it will be located at Station 19+50 along the canal alignment. We have not received any specific structural design information, although we assume the structure will exert a soil bearing pressure of 2,000 pounds per square foot over the foundation. , I ,/ : I I Site Conditions The project site extends along the existing canai approximately 300 feet south of Rattlesnake Hammock Road (between Stations 10+00 and 68+92.54) in Naples, Collier County, Florida. The ground surface elevation on the north bank of the canal was approximately three to six feet higher than the south side along a majority of the canal. The appended Site Location Map and the Site Vicinity Aerial Photograph and Boring Location Plan present the site relative to its surroundings. ,j , I .J I Subsurface Conditions The subsurface conditions at the site were explored with four soil test borings drilled to a depth of 15 feet below existing grade at this site. FORGE located the borings in the field as close to the existing canal that could be accessed by our drill rig. The approximate location of the borings is shown on the appended Site Vicinity Aerial Photograph & Boring Location' Plan, If more exact locations of the borings are required, we recommend a registered surveyor be employed. An engineer from FORGE classified soil samples obtained from the borings. Boring logs summarizing our findings are presented in the Appendix. The subsurface conditions encountered at the boring locations can be generalized as shown in the following table. Page 2 of 7 I ~ - "~~"~^:.~~=- ~~ 7' Report of Geolechnical Exploration Proposed Improvements FORGE Project No. 135-015.02 June 1, 2009 I I I '1 GENERALIZED SOIL PROFILE DEPTH (FT) FROM TO SOIL DESCRIPTION USC(1) -- 0 4 SAND, with variable amounts of Silt or Gravel SP, SW SM 4 8 Medium Dense Silty to Clayey SAND with Gravel and SP,SC, occasionai Roots SM 8 1S\<} Hard LIMESTONE (Caprock) NA 13 1S!3} Very Loose to Medium Dens Silty GRAVEL with Sand SM,GM (Weathered to Soft Limestone) (1) Unified Soil Classification (2) Encountered beginning at 6 feet below land surface in Boring B-4. i3) Encountered in Borines B-1 and B-2, onlv : I : 1 : I I The groundwater level recorded at the time of drilling was about 7 feet below existing grade at the time of drilling. It should be anticipated the groundwater level would fluctuate due to seasonal rainfall variations, surface water runoff patterns, construction operations, and other interrelated factors. Evaluation and Recommendations Our evaluation and recommendations are based on the project information provided to us, the findings of our field exploration program, and our experience in the area. The subsurface conditions will vary across the project site. Should new information become availabie during design or the conditions encountered during construction be substantially different from the information presented in this report, please contact us so we may evaluate the new information. 1 , l J .\ Canal Expansion Our experience with similar subsurface conditions in this area indicates the relatively ciean sand layers encountere<;t above the caprock layer in our borings appear suitable for use as structural fill, although the clayey and silty sand stratums encountered in a some of the borings likely contains greater than 10 percent fines. We recommend structural fill contain less than 10 percent soil fines. However, a program of biending with clean granular sand can be utilized to reduce the fines content in to less than 10 percent to provide structural fill. II ,', . ..,...</........"..... ,<,",c..."""'" Page 3 of 7 """-';.:i:ik0.:,~ Report of Geotechnical Exploration Proposed Improvements FORGE Project No. 135-015.02 June 1. 2009 If large amounts of roots are encountered in any of the near surface soils, we recommend screening of these soils be completed to remove the roots prior to placement over the site. I 'j The soils below the groundwater table likely have an in-situ water content well above the optimum moisture content, and will require drying before placement as structural fill. Prior to placement, the soil should be allowed to dry to within about two percent of the optimum moisture content. ) The soil borings completed for this project encountered a hard limestone (caprock) layer between approximately 6 and 15 feet below existing land surface. Based on the Standard Penetration Resistance Values recorded in the hard limestone (caprock) layer encountered in our borings, it may not be feasible to remove this layer with conventional excavating equipment. Therefore, we anticipate blasting will be required to facilitate removal. :I ~ I :1 I Drainaoe Structures Based on the results of our geotechnical exploration and our experience in the immediate area, a conventional shallow foundation system can be considered for support of the proposed drainage structures along the canal. However, at this time specific structural information (bearing eievation etc...) was not available. Prior to final design of these structures, FORGE should Be contacted to provide final foundation recommendations. J I J - ] \ We anticipate that dewatering may be required during removal of loose bottom sediments and placement of the structural fill to raise existing grade in the canal to . finished subgrade elevations. The specific method of dewatering should be determined by the contractor and submitted to FORGE for review prior to initiating fieldwork. Recommended soil parameters for the near-surface granular soils above the caprock are presented below: Total Unit Weight, Ww At-rest Soil Pressure, Ko Active Soil Pressure, K, Passive Soil Pressure, Kp =1 051bs/ft 3 =0.50 =0.33 =3.00 _I Page 4 of 7 .I ~ ~ -~ 1= ~p *" ~ ,,'- Report of Geolechnical Exploration Proposed Improvements FORGE Project No. 135-015.02 June 1. 2009 I -I Coefficient of Sliding Friction, f =0.40 The remainder of this report presents our recommendations for foundation design and site preparation. Preliminary Foundation Design Recommendations The following summarizes our preliminary foundation recommendations for this project. . All shallow foundations for the structures should be designed using a maximum allowable bearing pressure of 2.0 ksf. This bearing capacity assumes the foundations are bearing on compacted clean structural fill. .1 Site Preparation Recommendations We recommend your foundation and earthwork specifications include site preparation sections similar to those presented below: . Remove all loose bottom sediments and remnants of deleterious materials in the canal for a distance of at least 5-feet beyond the perimeter of the new construction. : I : I : 1 . Compactlproofroll the existing site soils until they achieve at least 95 percent of their Modified Proctor maximum dry density (ASTM D- 1557). 1 . Soil backfill shall be sand with a Unified Soil Classification of SP or SP-SM. . All soil backfill shall be placed in lifts not exceeding 12-inches in thickness. Each lift shall be compacted until a density of at least 95 percent of the modified Proctor maximum dry density is uniformly obtained. J .1 .1 : I . All footing excavation bottoms shall also be compacted until at least 95 percent of the modified Proctor maximum dry density is uniformly obtained. . . Field density tests shall be made after compaction of the existing grade, at the bottom of the footing excavations, and in all backfill or fill to verify the specified degree of compaction is obtained. . The test frequency within the structure area shall be at least four tests for every 2,000 square feet of foot print area, per lift, with a minimum of four tests per iift. I i -.I Additional Services Although outside our current scope of authorized services, FORGE should be engaged to review the project foundation plans and earthwork specifications. We would then Page 5 of 7 J ~ -= ~-~- ~==-;;'"'= ~ - -I 'I :J I .J ,..I J .l I ___J . J .......~.. Report of Geotechnical Exploration Proposed Improvements FORGE Project No. 135-015.02 June 1, 2009 suggest changes in the specifications so our recommendations are properly interpreted and implemented. FORGE should also be employed to complete the construction materials testing on this project and visit the project during construction to observe the site conditions encountered and the construction techniques used. Our observations would then be compared with the parameters used in our evaluation. Page 6 of 7 ;r\m1jt'G'88iipt/p\'-1:;;:::;ikS011Afdiimn>;ErillifgmHP-1Hiliilli "; liR - Report of Geotechnical Exploration Proposed Improvements FORGE Project No. 135-015.02 June 1. 2009 ! I Closing We appreciate working with you as your geotechnical consultant and look forward to working with you on the remainder of this project. Please contact us when we may be of further assistance, or if you have any questions regarding this report. I I I Sincerely, I Forge Engineering, Inc. ~F~C~): 6-J-01 Senior Engineer Florida Registration No. 54834 I .J I 'I I . I ' ,I \ Appendix: Site Location Map Site Vicinity Aerial Photograph & Boring Location Plan Generalized Subsuriace Profile Boring Logs Key to Boring Log Classification Distribution: 2 - Addressee 1 - File j .\ .J .I , I Page 7 of 7 J ~ - - ~"" c< _ I - ) , I -I I I , -I 'I 1 APPENDIX I, I . i .1 .\ .1 J ti I I J --_. --. , .------ ~ ~ I 'l ~ a Cl ~ ;~ :J: 'I i, m <' a. .J Catalina Ct I I ] \ I ) J ~ \ <;1 o ~ ~. "' SITE LOCATION MAP o o c: ::J Cynthia Ln .:t m III c.. ~sei"e ~ ~ ~11e c. '11<'1gne Blvd Ct o III :!i c: .. ..c: o Green""" g Q. o "'. 52. is. o < "'rWfJ- ~<I'1 ~" C)..i/> <fA'?) ~ iU ,.. ~ ~alllesnake' Hammock ~d ~o '(; {>uJQusta ..!! " ... o J2 i ::< RaWesnake Hammock Rd tf 'Ii (j ~9J' fP :l III --' :i: '" ~ '.1; .'pro~ l'!'!'ro~!"11en,~1 ;.~ ::J.-.<:>. ~ ..~ '0 \ ~ ~ %' a. ~ -t,.~ ~ \ ~... u> ..s, o ~ - 0>4 "Qf qpelto DunesCilc).0 q, ~ <li ;,' 'f ,Le,1y 6'NS Blvd St p.ndr ~ <P~ Ill" <S). 'i>' ~;l>~ ~'" 0." "... 1"h '" O~l~~ % 'i>'\ :sP~ "'" c,; 1"1. \9 Omi 0.2 0.4 Copyright ~ and (P) 1988-2007 Microsoft Corporation and/or its suppliers. All rights re5efVed. http://WlNWmicrosoft.com/streetsl Certain mapping and direction data C 2007 NAVTEQ_ All rights reserved. The Data for areas of Canada includes information laken witll permission from Canadian aulhorilies. including: e Her Majesty the QU'ffln in Right of Canada, C Queen's Printer for Ontario. NAVTEQ and NAvrEQ O~ BOARD are trademarks of NAVTEQ. <C 2007 Tele Atlas North America. Inc. All rights reserved. Tele Atlas and Tele Atlas North AmeriCa are trademarks of Tela Atlas, Inc. ._._~-"._._---~,--- -.. .. Ii; ::i: c:: Menton Ln III "8 u lP t8 ~ Ok ~ ""'3l ~ 1"". Y\P~ Q. q., '<>i> Dr 90 41 /- ...~. ~ ~. ~ ~ ~ Dixie Dr Confederate Dr 0.6 I '\ 1 'j I I I SITE VICINITY AERIAL PHOTOGRAPH AND BORING LOCATION PLAN 'j , I @ Number and Approximate Boring Location , ,j i .\ \ .J "1"" I I . I I I I - j . J Proposed Improvements i ,Forge l'lr. Engineering, Inc. rq Forensic, Geotechnical, Environmental, And Construction Consultants Lely LASIP Main Canal Extension Naples, Collier County, Florida FORGE Project Number 135-015.02 :1 .. C o ;; " E ::J !!.. ~g m gJ i: .....5 ] l! :E 15 ". 1 ~~ 'ii l! -:::'= .cJ!le> i'E!!lcn CI) 0" is.. '" ~~E"i)ic;J OJ::~>O.c...J "'icgwl~ h~H~ffi tiUl~cCl)i)!i.. Z~i;'Z~b-g i)!iinui)!i::;iiic?l .. .. ..... .. ~ ....... ... ... - " .. ...... '*' ,.... '0 '" ~ o :1 ] ]- z ,. .. .. .. .. .. .. .. .. .. .. al .. .. .. .. .. '" 0 "' N Q. ~ 15. - " - Z '? .. .. .. .. .. .. .. . . al .. .. .. .. '" 0 t N c '" C 'C o all 01 ~ 1=1 - .. :2-5 " 0. 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C Q) Cl>- C:2 W~ Cll \!: Cliil ..... - o g- LLZ Search Permit Results Page 1 of 1 Applicatjon & Permit Information Database On the fa'l track to permill11fo Home I login I Application/Permit I Help South Florida Water Management District All Permits Issued and Applications Received by SFWMD for COLLIER If documents have been electronically attached to the application or permit file, they wili be available by clicking on the Appt No#. New Search Download Results Itolofl ~ (j) First Page Last Page 090925-8 FTM New Water Use (General Permit) 08~Jan~2015 Project Acres: 1 lely Manor Canal West Outfall North Section Collier 519/ Landuse(s): Dewatering 30fT50/R26 Applicant: Collier County Board Of County Commissioners John Vliet Naples FL 34104 Agnoli Barber & Brundage Ine Daniel W Brundage P E Appl No#: Issuing Office: Permit Type: Expiration Date: Project Name: Location: Permlt#: 11-03087*W Approved Date: 17-Dec-2009 Water Source: Water Table Aquifer Attn: John Vliet 2885 S. 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" , COLLIER COUNTY TRANSPORTATION SERVICES DIVISION STANDARD FOR DESIGN AND AS-BUILT ELECTRONIC DRAWINGS PURPOSE: To establish standards for electronic design drawings and as-built drawings for capital improvements within County road right-of-ways that allows efficient migration of the data to the County's geographic information system (GIS). INTRODUCTION: Microstation and AutoCAD are the accepted software for electronic drawings for design and as-built drawings because they offer statewide or national standards. including layering of information. The intent of the layering standard is to promote consistency between drawings, and maximize the reusability of drawing data. The effective use of layering standards also facilitates the efficient transfer of data to shared graphical information for display, editing and plotting purposes. Layer/Level naming conventions must be followed for approval. 1: Standards Information: · For Microstation: Refer to the Florida Department of Transport (FDOT) standards for Microstation standards at: htto:l/www.dot.state.fl.us/ecso/ downl oads/oubl icati ons/CriteriaHand Book! * For AutoCAD: Refer to the National Cad Standards (NCS) for AutoCAD files standards at: htto://www.nationalcadstandard.orgJabout.oho for latest edition and layering guidelines. 2: Requirements: The deliverable must follow Map Projection, Horizontal and Vertical Datum requirements as below. * Map Projection: All projects, independent of approval date, must be submitted in the correct coordinate system ~ The Projected coordinate system is NAD~1983~State Plane, Florida East FIPS 090]. US feet, Projection is Transverse Mercator and geographic coordinate system is GCS ~ North_American _1983. If any as-built is submitted in a different coordinate system, or no coordinate system, it will be rejected and deemed as an unapproved project by the Transportation Services Division. It will require further manipulation to meet the standards required for as-built electronic files before reaching approval and signed off status by the Transportation Services Di vision. * Horizontal Datum: D North American 1983. * Vertical Datum: North American Vertical Datum ~ NA VD 88. * Data Set Accuracy: Specifying one set of numeric accuracy values is not practical for all construction methods. Therefore, each set of drawings must specify and attest to the accuracies being provided within the metadata. · Data Development Applications: Accepted software applications: Microstation V8 AutoCAD Land Development 2004 (or higher) or AutoCAD Civil 3D 2007 (or higher). · Data Delivery Media: Acceptable delivery media: CD (Compact Disk) DVD (Digital Video Disk) Unacceptable delivery media: Floppy disks and Zip disks. If data is submitted using floppy or zip disks, they will be returned as incomplete project submittals. 3: Drawing Composition: · All AutoCAD I Microstation drawings shall be purged of empty, unused, or non-essential drawing data prior to submittal to Collier County Transportation Services Division. This includes all unused layers/level, Iinetypes, blocks, fonts and entities. · AutoCAD I Microstation drawings shall not contain any unused frozen layers I levels. All unused entities on frozen layers/levels should be erased, and the empty layers Ilevels purged. · AutoCAD I Microstation drawings shall not contain multiple overlaid lines or lines with multiple segments unless the overlaid lines or adjacent line segments are assigned to different layers. · Survey data shall be included in the AutoCADI Microstation drawings and placed on the appropriate layers. (Survey points must use the _ PNEZD comma delimited fonnat). · Survey reference points and benchmark data must be clearly labeled with their coordinate values on the plan set. 4: Entity Properties: To ensure the integrity ofthe original drawing when viewing or printing, it is essential that AutoCAD I Microstation entities are created following these standards: · Entity colors shall be defined by layer I level, not by entity. · Blocks shall be defined (created) on layer I level 0 (zero). · All attributes shall be defined on layer I level 0 (zero). 5: Model Space (for Auto CAD) / Design Models (for Microstation) and Paper Space (for Auto CAD) /Sheet Models (for Microstation) Usage: These guidelines are suggested for using Model Space I Design Models and Paper Space ISheet Models effectively: · Place title blocks, schedules and general notes at full-scale in Paper Space I Sheet Models whenever possible. · Label scaled viewports with the appropriate scale in Model Space I Design Models. · Do not place or draw model-related blocks, tags and objects in Paper Space I Sheet Models. · Draw all Model Space I Design Models objects at full scale. · Scale objects using Paper Space I Sheet Models viewports - Zoom viewports to the appropriate scale. 6: External References - XREF's: External References (XREF's) contained in AutoCAD drawings created outside of Collier County Transportation Services Division can result in content discrepancies in the delivered drawing set. In some cases XREF's may be permissible, however this arrangement must be worked out in advance with Collier County Transportation Services Division. To ensure the integrity of the drawing set, and minimize potential problems: · AutoCAD drawings submitted to Collier County Transportation Services Division shall not contain any XREF's. · XREF's shall not be "bound" to drawings prior to delivery. · If drawings contain XREF's, they should be inserted as blocks prior to submittal to Collier County Transportation Services Division. Layers contained in XREF's inserted as blocks shall conform to Collier County Transportation Services Division standards. 7: AutoCAD Drawing Support Files: Drawings created using non-standard AutoCAD fonts, linetypes, and hatch patterns can result in content discrepancies in the delivered drawing set. To ensure the integrity of the drawing set, and minimize potential problems: · Only native AutoCAD or AutoCAD Land Desktop fonts, linetypes. and hatch patterns or the CAD Symbology provided by the National CAD Standards are allowed. . Custom fonts, linetypes, and hatch patterns, including those provided by 3rd party software, shall not be used. 2 · Only these True Type fonts shall be used: Arial, Courier New, Times New Roman. · Postscript fonts shall not be used. 8: File Transmitta]: The content of electronic drawings provided by the contractor must match the delivered original hard copy set as closely as possible, ifnot exactly. To ensure the integrity of the electronic drawing set upon delivery to Collier County Transportation Services Division: · Ensure the drawings adhere to the guidelines presented in this document. Review the procedures for preparing drawings for submittal as detailed in the preceding paragraphs. · Include a hard copy index containing filenames and sheet numbers for each submittal. This ensures the completeness of the drawing set and assists in archival procedures. · Include a transmittal sheet with all submittals indicating Collier County Transportation Services Division project number, Collier County Transportation Services Division project name (if applicable) and complete listing of all materials submitted. · Include AutoCAD .PC2, .PCP or .CTB plot configuration. · Include all field survey data as indicated in Drawing Composition, Section 3 above. · Submit hard copies of original contractor "red line" plans and specifications. · All hard copies of civil and site plan must be sealed and signed bv a Licensed Survevor or Professional Engineer and c1earlv marked. such as "90% Design"."As-built" etc. 9: The following documentation shall be delivered to Collier County Transportation Services Division at the following project milestones: · Design - Schematic/Preliminarv/Working Drawings Collier County Transportation Services Division requires a complete set of Review Documents in AutoCAD on CD-ROM, in DWO format for Auto CAD / DON format for Microstation and in PDF hard copy format for review of conformance to these CAD Standards by Collier County Transportation Services Division. During the preliminary and design phases of the project, Collier County Transportation Services Division staff that review the design may use the DWO format, DON format and POP format to provide design/conceptual comments/questions. · Pre-Construction CAD drawing files in DWO format for AutoCAD/ DON format for Microstation, as well as specitications in electronic (PDF) shall be submitted to the Collier County Transportation Services Division Project Manager on CD-ROM · Record Drawings contractors shall submit, on CD-ROM and hardcopy format, approved As-Built Documents to Collier County Transportation Services Division at the capital project acceptance meeting. 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W o ~ o c 00 ~ W m~ wO !:!:!i= "0 "w >00 WOO om 00 ~" 000 g <( ~ o ~o ~ ~~ '1t~ ~~ ~I::: 00:: IO Zw urn ~a: I .' m N" -" " z < m ~ ~ N o c \ \ I oc~ IZ< XW" w'O cow ~~@ ~~6 ~ z" ~& < " o ~ w ...J ~ ~ ~ f- 0 w ~ o g Q. ~I~ <( Z 0 0:: ~ , w "- ~ _ 0 0:: ~ < Z < o " ~ l t i > ~ i G~ ~c ~~ ~8 eO oc ~: Be <l ...J <( f- W o "- ~ :2: ~ <( w 0:: ~ f- ~ <( "12 o ~ () m ~ X " w " ---l ~ ~,i ~ al o :;; 0:: <( ~t ~~; I ~~ Ii 8~i ~ ~I Ii ~ g! ," &'iB ~: I~ - ~I CONSTRUCTION BID BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA Lely Area Stormwater Improvement Project (LASIP) 1) Lely Main Canal 2) Lely Manor Canal West Outfall (North & South Sections) BID NO. 10-5198 Full Name of Bidder CnYV","cc,w, C".,Y,h ", \-i tV, ,,<;: 1", "".lo. 1 1($ . Main Business Address2,iCS 'S,,~ 'S,d -:Y\-f~-t- Place of Business CQ{>e (~~~",-l ) ~\ -~'-sriq ( Telephone No. ().,)'"$ ':;7-<-1-1-117,-; Fax No. (J.'2fI) 57"-\- '-(0'1 I State Contractor's License # C v..C () '1 8'~3 3 State of Florida Certificate of Authority Document Number\)q4oooo4io'61~ To: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA (hereinafter called the Owner) The undersigned, as Bidder declares that the only person or parties interested in this Bid as principals are those named herein, that this Bid is submitted without collusion with any other person, firm or corporation; that it has carefully examined the location of the proposed Work, the proposed form of Agreement and all other Contract Documents and Bonds, and the Contract Drawings and Specifications. Bidder proposes, and agrees if this Bid is accepted, Bidder will execute the Agreement included in the Bidding Documents, to provide all necessary machinery, tools, apparatus and other means of construction, including utility and transportation services necessary to do all the Work, and furnish all the materials and equipment specified or referred to in the Contract Documents in the manner and time herein prescribed and according to the requirements of the Owner as therein set forth, furnish the Contractor's Bonds and Insurance specified in the General Conditions of the Contract, and to do all other things required of the Contractor by the Contract Documents, and that it will take full payment the sums set forth in the following Bid Schedule: NOTE: If you choose to bid, please submit an ORIGINAL and ONE COPY of your bid pages. 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'" " ." 0.. ~ 'E ::l g ~ 'E ::l c E " ~ ~ ~ '" " c ~ c - o <( U"I "';::; <:J E l: ~ ~ ,~ 0.3000 "i~ E ~ "5 ]-.~ ~ " '" 0 C<,;; '" ~ .. c ~ ;;: E 0000 001..00 00""';0 f'--ooNO m o~ '<:t 0 U"I~ 0 00 U"I' -tJ'l.f'-- -tJ'l. N V> V> LrI00U"l rlOooN cicio""'; -tJ'l.Lr1 -tJ'l.-tJ'l. <D ",- V> ONf'--O OaiNO OOrlU"lO U"I~ O~ 0' '" ~ N >-Uu.>- U<!...JU <= N N E E 0 o E E M'C ;;:- rl <!couCl rl rl..-l..-l +-' +-' +-' +-' <(<(<(<( E E .~ ~ E ~ o '" .. u .2 .. c o ." 'C "O~ ro ~ ~ u .. ~ ',,- ~ " E ~ ~ ~ E l:! ;;:- rl .. c o :;:; 'C " ro ~ ro u .. ~ ',,- ~ u E '" on c ." ~ 'x W "C ~ .. u ClJ ~ 0.- "'<= o '" ..; ..... co co' o rl N m N rl m ..; '" N rl' '" '" '" ~ .. c G; ~ ;;: .. ~ o ~ .0 o '^ '" ~ .. c: G; ~ ;;: + '" ~ .. <Xl ri '0 ri MATERIAL MANUFACTURERS THIS FORM MUST BE COMPLETED OR BID SHALL BE DEEMED NON- RESPONSIVE All Bidders shall confirm by signature that they will provide the manufacturers and materials outlined in this Bid specifications. Exceptions (when equals are acceptable) may be requested by completing the Material Manufacturer Exception List below. If an exception for a manufacturer and/or material is proposed and iisted below and is not approved by Engineer/Project Manager, Bidder shall furnish the manufacturer named in the specification. Acceptance of this form does not constitute acceptance of material proposed on this list. Complete and sign section A OR B. Section A (Acceptance of all manufactures and materials in Bid specifications) On behalf of my firm, I confirm that we will use all manufacturers and materials as specifically outlined in the Bid specifications. Company: t __,. . . ",,1G'.Y'\Y'l CO,....\..S,1-1"""'U..t-!-;\OI'\ <:>f-. F)} .~ {\C . Signature: ~ ~C'~'- ~~CA...L... Date:~ Section B (Exception requested to Bid specifications manufacturers and materials) EXCEPTION MATERIAL EXCEPTION MANUFACTURER 1. 2. 3. 4. 5. Please insert additional pages as necessary. Company: Signature: Date: GC-P-3 LIST OF MAJOR SUBCONTRACTORS THIS LIST MUST BE COMPLETED OR BID MAY BE DEEMED NON-RESPONSIVE The undersigned states that the following is a list of the proposed subcontractors for the major categories outlined in the requirements of the Bid specifications. The undersigned acknowledges its responsibility for ensuring that the Subcontractors for the major categories listed herein are "qualified" (as defined in Ordinance 87-25 and Section 15 of Instructions to Bidders) and meet all legal requirements applicable to and necessitated by the Contract Documents, including, but not limited to proper licenses, certifications, registrations and insurance coverage. The Owner reserves the right to disqualify any Bidder who includes non-compliant or non-qualified Subcontractors in its bid offer. Further, the Owner may direct the Successful Bidder to remove/replace any Subcontractor, at no additional cost to Owner, which is found to be non-compliant with this requirement either before or after the issuance of the Award of Contract by Owner. (Attach additional sheets as needed). Further, the undersigned acknowledges and agrees that promptly after the Award of Contract, and in accordance with the requirements of the Contract Documents, the Successful Bidder shall identify all Subcontractors it intends to use on the Project. The undersigned further agrees that all Subcontractors subsequently identified for any portion of work on this Project must be qualified as noted above. Major Category of Work Subcontractor and Address 1. So~ YDo/C~ I.~ "\)\/tLt:. Co~'C\-e:\..... , GeE Se"'L'\ cUI" C:.-c.\ T"L \\"'~\e- CO"'(v('~1" I=~. M'I'_~ 'rL J 2. 3. 4. 5. Company: c..~yv;(^,",,", Coris+.v.cb O~ o~ 1Fl jl '(\..( Signature: ,"""'--C" ~ ~"--- r~Ot.-----. Date JJz.o 12<>10 GC-P-4 STATEMENT OF EXPERIENCE OF BIDDER The Bidder is required to state below what work of similar magnitude completed within the last five years is a judge of its experience, skill and business standing and of its ability to conduct the work as completely and as rapidly as required under the terms of the Agreement. Project and Location 1. Matlacha Restoration Lee County Pass Hydrologic Project Phase I, 2. Westwind Mobile Home Park Water Distribution Project, Naples, FL 3. 1-75 Widening Project (IROX) Drainage and Box Culvert Subcontractor, Lee and Collier Counties 4. North Central Loop Utility Extension- Nelson Rd, Cape Coral, FL 5. Master Pump Sta 540 and Force Main Extension, Cape Coral, FL GC-P-5 Reference Tildon Copeland, Lee County Division of Natural Resources PH: (239)533-8139 tcopeland@leeQov.com Email: Diana Dueri, Collier County Public Utilities PH: (239)252-4218 Email: DianaDueri@colliergov.net Felipe Jaramillo, ACCIIAPI JV, Project Controls Manager PH: (239)313-4600 fjaram ill@ajaxpaving.com Email: Phil Tunnah, MWH Construction Manager PH: (239) 573-1188 Email: Ph il i p.a. tu nnah@us.mwhqlobal.com Phil Tunnah, MWH Construction Manager PH: (239)533-8139 tcopeland@leeaov.com Email: 6. SW-5 Utility Extension- West Central Area, Cape Coral, FL Dated 1/20/10 GC-P-6 Phil Tunnah, MWH Construction Manager PH: (239)533-8139 tcopeland@.leeQov.com Email: Guymann Construction of FL. Inc. Bidder ~.I/~\<:-C- BY: . _~ '-"'..;;;J"::A~~-oL Aaron Hunt-Branch, PM TRENCH SAFETY ACT 1) Main Canal 2) Lely Manor Canal West Outfall (North & South Sections) Bidder acknowledges that included in the various items of the bid and in the Total Bid Price are costs for compiying with the Florida Trench Safety Act (90-96, Laws of Florida) effective October 1, 1990. The Bidder further identifies the cost to be summarized below: Trench Safety Measure (Description) '...0")':::..-. 'S\,~\~ 1. ",,,,J{O" '>\0"'.... , .~ Units of Measure (LF.SY) Unit (Quantity) Unit Cost Extended Cost LX=- 300 t;;.<J0 \ ,'Bcru.r->) , 2. 3. 4. 5. TOTAL $ I, Boo .GJ , Failure to complete the above may result in the Bid being declared non-responsive. Dated \ /-2.0 1'2..0 \0 b~\M..o.~ Cl~'>..\''''L~ ,'''' C\.. ~"v, ~o J-:r- "'l ,~~r fl' ; .-...:-- .. ...... .,.....-t ' C.. // I v.. BY: """ H..t.. \vl:''> GC-P-6 Co~~ County Admrllstralive Services Division Pur:hasing Affidavit for Claiming Status as a Local Business BID #:1 0-5198 (CHECK ApPROPRIATE BOXES BELOW) State of Florida (Select County if Vendor is d~ribed as a Local Business o Collier County ~ Lee County Vendor affirms that it is a local business as defined by the Purchasing Policy of the Collier County Board of County Commissioners and the Regulations Thereto. As defined in Section XI of the Collier County Purchasing Policy; A "local business" is defined as a business that has a valid occupational license issued by either Collier or Lee County for a minimum of one (1) year prior to a Collier County bid or proposal submission that authorizes the business to provide the commodities or services to be purchased, and a physical business address located within the limits of Collier or Lee Counties from which the vendor operates or performs business. Post Office Boxes are not verifiable and shall not be used for the purpose of establishing said physical address. In addition to the foregoing, a vendor shall not be considered a "local business" unless it contributes to the economic development and well-being of either Collier or Lee County in a verifiable and measurable way. This may include, but not be limited to, the retention and expansion of employment opportunities, the support and increase to either Collier or Lee County's tax base, and residency of employees and principals of the business within Collier or Lee County Vendors shall affirm in writing their compiiance with the foregoing at the time of submitting their bid or proposal to be eligible for consideration as a "local business" under this section. Vendor must complete the following information: Year Business Established in DCollier County orRJ Lee County: n~3. Number of Employees (Including Owner(s) or Corporate Officers) Co '"3. Number of Employees Living in [3 Collier County or 0Lee (Including Owner(s) or Corporate Officers) 5S If requested by the County, vendor will be required to provide documentation substantiating the information given in this affidavit. Failure to do so will result in vendor's submission being deemed not applicable. Signature: v'c\-;<' nt"VI ,"'.Date: il1-..c/~IO Title: ,",'ce ~.<,.~("V\-\. (-ve STATE OF FLORIDA o COLLIER COUNTY ~E COUNTY qworn to and Subscribed Before Me, a Notary PubliC, for the above State and County, on thiS .Jo.nua.. r'-( ,20..J.J2. ~fJClrOl /J/GL otary Public My Commission Expires q / I J. / iJo/3 I , /)fI-'- () Day of Notary Publk: State of Florida '11 Kelll S Ademe My CommISSIOn 009Q.4595 EXpires 09/12/2013 i.....'" (\~j 'V' (AFFIX OFFICIAL SEAL) GC-P-7 Co~;" County Immigration Affidavit Certification AdrrinislratNe SeNicesDNision Pwrchasing Bid # :10-5198 Title: Lely Area Stormwater Improvement Project (LASIP) 1) Lely Main Canal 2) Lely Manor Canal West Outfall (North & South Sections) This Affidavit is required and should be signed, notarized by an authorized principal of the firm and submitted with formal Invitations to Bid (ITB's) and Request for Proposals (RFP) submittals Failure to include this Affidavit with proposal will delay in the consideration and reviewing of vendor's proposals and could result in the vendor's proposal being deemed non-responsive. Collier County will not intentionally award County contracts to any vendor who knowingly employs unauthorized alien workers, constituting a violation of the employment provision contained in 8 U.S.C. Section 1324 a(e) Section 274A(e) of the Immigration and Nationality Act ("INA"). Collier County may consider the employment by any vendor of unauthorized aliens a violation of Section 274A (e) of the INA Such Violation by the recipient of the Employment Provisions contained in Section 274A (e) of the INA shall be grounds for unilateral termination of the contract by Collier County. Vendor attests that they are fully compliant with all applicable immigration laws (specifically to the 1986 Immigration Act and subsequent Amendment(s)) and agrees to abide by Collier County Employment Eligibility Verification System requirements regarding this solicitation. Company Name c.r"J._.,..,y........r'<:\'"l........'l C_c.,.'l.c~t.'-l\.LTIC'"^---- (::'r,.-. H )..r\(_ Print Name t=;-~'><'d\ .flJ Signature ~_ l,,~__ STATE OF F!ond.Ci COUNTY OF l e C'.- Title Date VY. 1/,1.0 I Lc\C' The foregoing instrument was signed and acknowledged before me this 20lL,by r '1"\.~ ;).0 day of :::t""n-......""-"'O''<"".,j ~.."J 'Rv.s;,.,,-,l who has produced " (Print or Type Name) ,- 7......_(" ,.;..;-,.-.c.J..A....'\ ~<'"'\('.,,...)'''- as identification. (Type of Identification and Number) / €. c.i.a.1 Printed Name of Notary Public DDCfO(fSqS C{/{;;J./~O'3 Notary Commission Number/Expiration ) ~ !"it" ( ~.....'/ Notary Publjc State of Florida ..- Kelli S Adame My ~ommjllk>n 00904595 EXPlr8'09l1212013 ( The signee of this Affidavit guarantees, as evidenced by the sworn affidavit required herein, the truth and accuracy of this affidavit to interrogatories hereinafter made. Collier County reserves the right, at any time, to request supporting documentation as evidence of the vendor's compliance with this sworn affidavit. GC-P-8 Upon notification that its Bid has been awarded, the Successful Bidder will execute the Agreement form attached to the Bidding Documents within ten (10) calendar days and deliver the Surety Bond or Bonds and Insurance Certificates as required by the Contract Documents. The bid security attached is to become the property of the Owner in the event the Agreement, Insurance Certificates and Bonds are not executed and delivered to Owner within the time above set forth, as liquidated damages, for the delay and additional expense to the Owner, it being recognized that, since time is of the essence, Owner will suffer financial loss if the Successful Bidder fails to execute and deliver to Owner the required Agreement, Insurance Certificates and Bonds within the required time period. In the event of such failure, the total amount of Owner's damages, will be difficult, if not impossible, to definitely ascertain and quantify. It is hereby agreed that it is appropriate and fair that Owner receive liquidated damages from the Successful Bidder in the event it fails to execute and deliver the Agreement, Insurance Certificates, and Bonds as required hereunder. The Successful Bidder hereby expressly waives and relinquishes any right which it may have to seek to characterize the above noted liquidated damages as a penalty, which the parties agree represents a fair and reasonable estimate of Owner's actual damages at the time of bidding if the Successful Bidder fails to execute and deliver the Agreement, Insurance Certificates, and Bonds in a timely manner. Upon receipt of the Notice of Award, the undersigned proposes to commence work at the site within 5 calendar days from the commencement date stipulated in the written Notice to Proceed unless the Project Manager, in writing, subsequently notifies the Contractor of a modified (later) commencement date. The undersigned further agrees to substantially complete all work covered by this Bid within the calendar days specified below, computed by excluding the commencement date and including the last day of such period, and to be fully completed to the point of final acceptance by the Owner within specified consecutive calendar days (see below) after Substantial Completion, computed by excluding commencement date and including the last day of such period. I Project Substantial Completion (Days) Final Completion (Days) 1) Lelv Main Canal 180 30 - Total 210 2) Lely Manor Canal West Outfall 150 30 - Total 180 (North Seqment) 3) Lely Manor Canal West 150 30 - Total 180 Outfall (South Seqment) Respectfully Submitted: State of +c: County of \-~x ~e ~ ~\1<'<'~ \\ , being first duly sworn on oath deposes and says that the Bidder on the above Bid is organized as indicated and that all statements herein made are made on behalf of such Bidder and that this deponent is authorized to make them. ~ve.~ ~\l",>,>e. \\ , also deposes and says that it has examined and carefully prepared its Bid from the Bidding Documents, including the Contract Drawings and Specifications and has checked the same in detail before submitting this Bid; that the statements contained herein are true and correct. GC-P-9 (a) Corporation The Bidder is V'-c :--, d-.o.... Cc"....~~Or.t'~ a corporation organized and existing under the laws of the State of , which operates under the legal name of Gu.-r"'"'c,....,... ,* FL. ;nL , and the full names of its officers are as follows: J. ~ President ~".~-; Mew,,,, Secretary Tv~~ ~'-'''''< \\ Treasurer '1-.,-e \>"'~,~..,\ Mana!:jcr ~o..""e '> )v\a",,, ~vc:. ~ ~\J,,~~e \ \ The is authorized to CigA oonctruotion sisc 3na oontF::tots for tho 60A1I3QrlY by aotiorl of its Board of Dirootors taken l 8 certified "o~1 of "(y'l=1iCR i3 I9CFCt5 attsERcef (3triltC But tl9i:3 183t 3cflteAcC if Flet Ell'll'llicElelc). 's a co-partnership consisting of individual partners whose full names The co-partnership does business un '" (c) Individual The Bidder' an individual whose full name is under a trade name, said trade name is , and if ATED ~77A legal entity INC. Witness ~~~. Winess GC-P-10 My Commission Expires: ~ ,....~.l\. Notary Public Stata of Flooda . . Kelll S Adame \;: I Z My Commission 00904595 , ..,.d" Expiraa09112120'3 ~ (AFFIX OFFICIAL SEAL) NAME GC-P-11 Notary Public, State of F (Or Ide( Commission No.: DD qvLf ells. BID BOND KNOW ALL MEN BY THESE PRESENTS, that we Guvrnann construction of Florida, Inc. (herein after called the Principal) and Hartford AccidE>nt and IndE>mnity Company , (herein called the Surety), a corporation chartered and existing under the laws of the State of Connecticut with its principal offices in the city of Hartford and authorized to do business in the State of Florida are held and firmly bound unto the Collier County (hereinafter called the Owner), in the full and just sum of Fi ve Percent (5%) of Amount Bid---- dollars ($ ---------------- ) good and lawful money of the United States of America, to be paid upon demand of the Owner, to which payment well and truly to be made, the Principal and the Surety bind themselves, their heirs, and executors, administrators, and assigns, jointly and severally and firmly by these presents. Whereas, the Principal is about to submit, or has submitted to the Owner, a Bid for furnishing all labor, materials, equipment and incidentals necessary to furnish, install, and fully complete the Work on the Project known as: Lely Area Stormwater Improvement Project (LASIP) 1) Lely Main Canal & 2) Lely Manor Canal West Outfall (North & South Sections) Bid No. 10-5198 NOW, THEREFORE, if the Owner shall accept the Bid of the PRINCIPAL and the PRINCIPAL shall enter into the required Agreement with the Owner and within ten days after the date of a written Notice of Award in accordance with the terms of such Bid, and give such bond or bonds in an amount of 100% the total Contract Amount as specified in the Bidding Documents or Contract Documents with good and sufficient surety for the faithful performance of the Agreement and for the prompt payment of labor, materials and supplies furnished in the prosecution thereof or, in the event of the failure of the PRINCIPAL to enter into such Agreement or to give such bond or bonds, and deliver to Owner the required c;ertificates of iI)S~anCe, if the PRINCIPAL shall pay to the OBLIGEE h f.i d $Flve Percent (5 . . t e .Ixe sum of OF r.m-.~t Rirl oted above as liqUidated damages, and not as a penalty, as provided in the Bidding Documents, then this obligation shall be null and void, otherwise to remain in full force and effect. IN TESTIMONY Thereof, the Principal and Surety have caused these presents to be duly signed and sealed this h day of Januarv ,20.lQ. GUYMAbjN C NSTRUC F FLORIDA, INC. Principal BY ~V-'''.)'~_o1''-'\. (Seal) Surety (Seal) t (239) 275-B22S cing Agent f D' S' GC-P-12 POWER OF ATTORNEY Direct Inquiries/Claims to: THE HARTFORD BOND, T-4 P.O. BOX 2103. 690 ASYLUM AVENUE HARTFORD, CONNECTICUT 06115 call: 888-266-3488 or fax: 860-757-5835 Agency Code: 35-355032 KNOW ALL PERSONS BY THESE PRESENTS THAT: [TI Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut [TI Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana [TI Hartford Accident and Indemnity Company, a corporation duly organized under the laws of tile State of Connecticut D Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut D Twin City Fire Insurance Company, a corporation duly organized under the laws of the State of Indiana D Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois D Hartford Insurance Company of the Midwest u corporation duly organized under the laws of the State of Indiana D Hartford Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint, up to the amount of unlimited: Jay E. Woody, SP. Humenchick, Wendy L. Hingson, Dawn Onzo 01 Fort Myers, FL their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as suretYOes) only as delineated above by t8J, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on January 22, 2004 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney oI'iI':.""'!fO _- e' ..~~l'l<". Ai"'~~ 4--~~ r~~~ ..-,.. $ i~'~~I;~;r~'1 ~~;.\ I:~'~:"'~\jt\ '! ~ \,,_11 ....' .~". ~""".""'.'J; \;,\,.7".in;\107;jJJ.,!1'~ ,.'..' ,,'" YJ ", .^, .'. ,Z -,'.... ." " ,,-:.,......~,'7 '(...~..<: '.~ . '8>;-;,_~~3J;.V "J>,.. ~." ".,~ ~". -...;::.~. f ~o C\ ~ ~~ Paul A. Bergenholtz, Assistant Secretary M. Ross Fisher, Assistant Vice President STATE OF CONNECTICUT} 5S. Hartford COUNTY OF HARTFORD On this 3rd day of March, 2008, before me personally came M. Ross Fisher, to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. @ , /) hc.:1F;!://.::J<.... CERTIFICATE I. the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is still in full force effective as of 19th day of January, 2009. Signed and sealed at the City of Hartford. Scoll E. Paseka Notary Public My Commission Expires October 31 2012 /!i.....;;-- ~ ~.. .,.~ ,~ ~~ tff.::;:..\>,.~ ~ \>.:;~./O'" '// '~t\11l7;jJJ',,/1 ..~ 19'.' ".......__.~,'7 :>,-......;../...<: ~ ''''~ ......u,. '-"';:':".(~.' f~Vf:;t~, ( . U Gary W. Stumper, Assistant Vice President THIS SHEET MUST BE SIGNED BY VENDOR BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA Purchasing Department BIDDERS CHECK LIST IMPORTANT: Please read carefully, sign in the spaces indicated and return with your Bid. Bidder should check off each of the following items as the necessary action is completed: 1. The Bid has been signed. 2. The Bid prices offered have been reviewed. 3. The price extensions and totals have been checked. 4. Any required drawings, descriptive literature, etc. have been included. 5. Any delivery information required is included. 6. Local Vendor Preference Affidavit completed. 7. Immigration Affidavit Compieted 8. Certificate of Authority to Conduct Business in State of Florida 9. if required, the amount of Bid bond has been checked, and the Bid bond or cashier's check has been included. 10. Any addenda have been signed and included 11. The mailing envelope has been addressed to: Purchasing Director Collier County Government Center Purchasing Building 3301 Tamiami Trail, East Naples, Florida 34112 12. The mailing envelope must be sealed and marked with <:>Bid Number; <:>Project Name; <:>Opening Date. 13. The Bid will be mailed or delivered in time to be received no later than the specified openinq date and time, otherwise Bid cannot be considered. ALL COURIER-DELIVERED BIDS MUST HAVE THE BID NUMBER AND PROJECT NAME ON THE OUTSIDE OF THE COURIER PACKET ~\"V\o."V' C~V\<"'\'''-lt,,~ 0\ \='\""L I \ V\( Bidde~mh ~ ---- , ~ L C Signature & Title ,~, ~u,<,e - \fll< \;>Y'" Date: ~C\'" 20-, 1.0 \ :) GC-P-13 Co~er County Email: BrendaBrilhart@colliergov.net Telephone: (239) 252-8446 FAX: (239) 252-6697 AdmirlistralNe Services Division Purchasing ADDENDUM Memorandum Date: December 18, 2009 From: Brenda Brilhart, Purchasing Agent To: I nterested Bidders Subject: Addendum #1 -ITS #10-5198- "Lely Area Stormwater Improvement Project (LASIP) 1) Lely Main Canal and 2) Lely Manor Canal West Outfall (North & South Sections) The following clarifications are issued as Addendum #1 identifying the following change (s) for the referenced bid: Additional bid documents were added via Addendum #1. If you require additional information please post a question on the eBid site or contact me (contact information above). c: Shane Cox/Margaret Bishop, Project Manager IlllO_" O6oo!l'fllUBl'lllOl Bf l!LBI'IIIlA. IHe. 305 SW 3AD Smm CAPe CoRAL, Fl 33991 -~r ') Cd ( . ' ~~~.e.-..' -- he~~",>;e \\ - ~\" V.., Co~er County Administrative Services Division Purchasing Email: BrendaBrilhart@colliergov.net Telephone: (239) 252-8446 FAX: (239) 252-6697 ADDENDUM Memorandum Date: January 5, 2010 From: Brenda Brilhart, Purchasing Agent To: Interested Bidders Subject: Addendum #2 - ITB #10-5198- "Lely Area Stormwater Improvement Project (LASIP) 1) Lely Main Canal and 2) Lely Manor Canal West Outfall (North & South Sections) The following clarifications are issued as Addendum #2 identifying the following change for the referenced bid: A non-mandatory pre-bid conference shall be held at the Purchasing Department, Conference Room A, Purchasing Building "G" at ~ 12:00 p.m. LOCAL TIME on the 6th 7th day of January 2010, at which time all prospective Bidders may have questions answered regarding the Bidding Documents for this Project. If you require additional information please post a question on the eBid site or contact me (contact information above). c: Shane Cox/Margaret Bishop, Project Manager GUVMANN ,"I.il\JFTIlucnON OF FLORIDA, INc 305 SW 3RD SmEET CAPE CORAL, FL 33991 ,,"-;:r..~...so?: '. . \ "" '-...... ." /' , v....... 'F" ~ "R", ~'>e l, - -,J, c. ",,o, 1 eoltirr County Email: BrendaBrilhart@colliergov.net Telephone: (239) 252-8446 FAX: (239) 252-6697 AdrninlstralNe Services Divlsicn Purchasing ADDENDUM Memorandum Date: January 11, 2010 From: Brenda Brilhart, Purchasing Agent To: Interested Bidders Subject: Addendum #3 -ITB #10-5198- "Lely Area Stormwater Improvement Project (LASIP) 1) Lely Main Canal and 2) Lely Manor Canal West Outfall (North & South Sections) The following clarifications are issued as Addendum #3 identifying the following change for the referenced bid: ADD: Borings Report for Lely Manor Canal West Outfall (South Section). If you require additional information please post a question on the eBid site or contact me (contact information above). c: Shane Cox/Margaret Bishop, Project Manager Enc: Report GUVMANN GOI\lST!:tUCTION Uf "-uJRIOA, INC 305 SW 3RD SrREEl CAPE CoRAL. FL 33991 --7',-<-:r) rr. (.. ''''''''~-~.. ~. ~ \Z~"C \\ - .J'e< v,.p. Colrer County Email: BrendaBrilhart@colliergov.net Telephone: (239) 252-8446 FAX (239) 252-6697 AdministrallVe Services Division Purchasing ADDENDUM Memorandum Date: January 15, 2010 From: Brenda Brilhart, Purchasing Agent To: Interested Bidders Subject: Addendum #4 -ITB #10-5198 - "Lely Area Stormwater Improvement Project (LASIP) 1) Lely Main Canal and 2) Lely Manor Canal West Outfall (North & South Sections) The following clarifications are issued as Addendum #4 identifying the following change for the referenced bid: CHANGE: The Due Date for the bid has been extended until January 20, 2010. ADD: Revised Bid Schedule for Lely Manor Canal West Outfall - South Section - bidders must submit addendum bid schedule to be considered for award ADD: Specifications for As-Builts - Attached. CHANGE: Attached are changed pian sheets for Lely Main Canal and Lely Manor West Outfall (N). Q: Clarify the Rip Rap/FDOT requirements. A: Rip Rap does not have to come from an FDOT source. They rip rap can be obtained from local sources. Q: Will "Or Equal" substitutes be allowed for proprietary items? A: Bid the specified product and if a substitute is suggested, provide details on a separate sheet of a paper- if an alternative is going to be considered it must be reviewed and accepted by the County. This will be managed post award. All bidders should be pricing requested item. Q: 20-week lead time for Waterman gates could make the schedule difficult. A: Waterman currently has a gO-day lead time for producing gates once they have received approved shop drawings. They need about 3-4 weeks to produce the shop drawings. gO-days within the 180-days to substantial completion should allow adequate time to complete the work. In addition, Whipps, Inc. gates have been used on another LASIP weir control structure. Their lead time for ordering gates is less than Waterman at approximately 8-weeks. Q: Large Trees on the Main Canal site - will these all be removed? A: See details in notes on plan sheet - and the awarded vendor will meet on site prior to any plant material changes to determine which trees are to be removed. Q: Can Box Culverts be pre-cast? A: Yes, as stated at the Pre-bid meeting. Q: Fabric on West site - encapsulated - one layer, is the quantities doubled to account for this? A: The Mirafi Filterweave (500 woven) was already doubled. Please refer to the plans. No change for this comment. As a separate change the MCF 1212 fabric quantity has been updated. If you require additional information please post a question on the eBid site or contact me (contact information above). c: Shane Cox/Margaret Bishop, Project Manager Enc: As Built Specifications Bid Schedule Plan Sheets GIJVMANN ColIIsmUCTIOIIi Dr c'lOl'lIDA, INC 305 SW 3RD STREET CAPE CDRAl, FL 33991 -1'\ cr "----?......:(-/\ L---....-___-?---~ '-_/ ~. -s-. ~ ~Ll'''<\\ - \f"r V-q 2lPage www.sunbiz.org - Department of State Page 1 of2 Home Contact Us E.Filing Services Document Searches Fonns Help PreviclUs ()n List Next on List Return To List No Events No Name History Detail by FEI/EIN Number Florida Profit Corporation GUYMANN CONSTRUCTiON OF flORIDA, INC. Filing Information Document Number P94000046879 FEIIEIN Number 650507332 Date Filed 06122/1994 State Fl Status ACTIVE Principal Address 305 SW 3RD STREET CAPE CORAL FL 33991 Changed 01/2312008 Mailing Address 305 SW 3RD STREET CAPE CORAL FL 33991 Changed 01/2312008 Registered Agent Name & Address MANN, JAMES L 305 SW 3RD STREET CAPE CORAL FL 33991 US Name Changed: 08102/1994 Address Changed: 01/2312008 Officer/Director Detail Name & Address TitleP MANN, JAMES l 305 SW 3RD STREET CAPE CORAL FL 33991 US Tille V RUSSEll, FRED E 305 SW 3RD STREET CAPE CORAL Fl 33991 US Annual Reports http://sunbiz.org/scriptslcordet.exe?action=DETFlL&in~ doc _ number=P94000046879&in... 1/20/2010 www.sunbiz.org - Department of State Page 2 of2 Report Year Filed Date 2007 01/26/2007 2008 01/2312008 2009 02/1212009 Document Images 02/12/2009 u ANNUAL REI'OR r i 01/23/2008 u ANNUAL REPORT 01/26/2007 -- ANNUAL REPORT 09/12/2006 -- ANNUAL REPORT 02/11/2005 -- ANNUAL REPORT 05/06/2004 -- ANNUAL REPORT 01/16/2003 -- ANNUAL REPORT 05/28/2002 -- ANNUAL REPORT 03/12/2001 -- ANNUAL REPORT 03/06/2000 -- ANNUAL REPORT 02/20/1999 -- ANNUAL REPORT 02/17/1998 -- ANNUAL REPORT 02/17/1997 -- ANNUAL REPORT 04/24/1996 -- ANNUAL REPORT, 05/01/1995 -- ANNUAL REPORT Viewirnage. in PDF format View image in PD~ format View image in PDF format ______...__ ~. _..m~.__ View image in PDF format View image in PDF formal View image in PDF formal View image in PDF format View image in PDF format View image in PDF formal VIeW image in PDF format View image in PDF format View image in PDF formal View image in PDF formal View image in PDF formal View image in PDF format I Note: This is not official record. See documents if question or conflict. I Previous on List Next on List No Events No Name History Return To List http://sunbiz.org/scriptslcordet.exe?action=DETFIL&in~doc_number=P94000046879&in...l /20/20 1 0 CONSTRUCTION AGREEMENT THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, ("Owner") hereby contracts with Guyman Construction of Florida, Inc. ("Contractor") of 305 SW 3rd Street, Cape Coral, FL 33991, a Florida Corporation, authorized to do business in the State of Florida, to perform all work ("Work") in connection with Lely Area Stormwater Improvement Project (LASIP) 1) Lely Main Canal & 2) Lely Manor Canal West Outfall (North & South Sections), Bid No. 10-5198("Project"), as said Work is set forth in the Plans and Specifications prepared by Agnoli, Barber & Brundage/RWA the Engineer and/or Architect of Record ("Design Professional") and other Contract Documents hereafter specified. Owner and Contractor, for the consideration herein set forth, agree as follows: Section 1. Contract Documents. A. The Contract Documents consist of this Agreement, the Exhibits described in Section 6 hereof, the Legal Advertisement, the Bidding Documents and any duly executed and issued addenda, Change Orders, Work Directive Changes, Field Orders and amendments relating thereto. All of the foregoing Contract Documents are incorporated by reference and made a part of this Agreement (all of said documents including the Agreement sometimes being referred to herein as the "Contract Documents" and sometimes as the "Agreement" and sometimes as the "Contract"). A copy of the Contract Documents shall be maintained by Contractor at the Project site at all times during the performance of the Work. B. Owner shall furnish to the Contractor one reproducible set of the Contract Documents and the appropriate number of sets of the Construction Documents, signed and sealed by the Design Professional, as are reasonably necessary for permitting. Section 2. Scope of Work. Contractor agrees to furnish and pay for all management, supervision, financing, labor, materials, tools, fuel, supplies, utilities, equipment and services of every kind and type necessary to diligently, timely, and fully perform and complete in a good and workmanlike manner the Work for Lely Manor Canal West Outfall (North & South Sections) required by the Contract Documents. Section 3. Contract Amount. In consideration of the faithful performance by Contractor of the covenants in this Agreement to the full satisfaction and acceptance of Owner, Owner agrees to pay, or cause to be paid, to Contractor the following amount (herein "Contract Amount"), in accordance with the terms of this Agreement: One Million Nine Hundred Fifteen Thousand Eight Hundred Twenty Nine Dollars ($1,915,829.00). GC-CA-1 Section 4. Bonds. A. Contractor shall provide Performance and Payment Bonds, in the form prescribed in Exhibit A, in the amount of 100% of the Contract Amount, the costs of which are to be paid by Contractor. The Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the State of Florida and otherwise acceptable to Owner; provided, however, the surety shall meet the requirements of the Department of the Treasury Fiscal Service, "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsurance Companies" circular. This circular may be accessed via the web at www.fms.treas.qov/c570/ c570.html#certified. Should the Contract Amount be less than $500,000, the requirements of Section 287.0935, F.S. shall govern the rating and classification of the surety. B. If the surety for any bond furnished by Contractor is declared bankrupt, becomes insolvent, its right to do business is terminated in the State of Florida, or it ceases to meet the requirements imposed by the Contract Documents, the Contractor shall, within five (5) calendar days thereafter, substitute at its cost and expense another bond and surety, both of which shall be subject to the Owner's approval. Section 5. Contract Time and liquidated DamaQes. A. Time of Performance. Time is of the essence in the performance of the Work under this Agreement. The "Commencement Date" shall be established in the written Notice to Proceed to be issued by the Project Manager, as hereinafter defined. Contractor shall commence the Work within five (5) calendar days from the Commencement Date. No Work shall be performed at the Project site prior to the Commencement Date. Any Work performed by Contractor prior to the Commencement Date shall be at the sole risk of Contractor. Contractor shall achieve Substantial Completion within the calendar days from the Commencement Date (herein "Contract Time") (specified below). The date of Substantial Completion of the Work (or designated portions thereof) is the date certified by the Design Professional when construction is sufficiently complete, in accordance with the Contract Documents, so Owner can occupy or utilize the Work (or designated portions thereof) for the use for which it is intended. Contractor shall achieve Final Completion within the specified calendar days (see below) after the date of Substantial Completion. Final Completion shall occur when the Agreement is completed in its entirety, is accepted by the Owner as complete and is so stated by the Owner as completed. Project Substantial Compietion (Days) Finai Compietion (Days) 1) Lelv Main Canal 180 30 - Total 210 2) Lely Manor Canal West Outfall 150 30 - Total 180 (North Seoment) 3) Lely Manor Canal West 150 30 - Total 180 Outfall (South Seament) GC-CA-2 As used herein and throughout the Contract Documents, the phrase "Project Manager" refers to the Owner's duly authorized representative and shall mean the Division Administrator or Department Director, as applicable, acting directly or through duly authorized representatives. B. Liquidated Damages in General. Owner and Contractor recognize that, since time is of the essence for this Agreement, Owner will suffer financial loss if Contractor fails to achieve Substantial Completion within the time specified above, as said time may be adjusted as provided for herein. In such event, the total amount of Owner's damages, will be difficult, if not impossible, to definitely ascertain and quantify. Should Contractor fail to achieve Substantial Completion within the number of calendar days established herein, Owner shall be entitled to assess, as liquidated damages, but not as a penalty,(see table below) for each calendar day thereafter until Substantial Completion is achieved. Further, in the event Substantial Completion is reached, but the Contractor fails to reach Final Completion within the required time period, Owner shall also be entitled to assess and Contractor shall be liable for all actual damages incurred by Owner as a result of Contractor failing to timely achieve Final Completion. The Project shall be deemed to be substantially completed on the date the Project Manager (or at his/her direction, the Design Professional) issues a Certificate of Substantial Completion pursuant to the terms hereof. Contractor hereby expressly waives and relinquishes any right which it may have to seek to characterize the above noted liquidated damages as a penalty, which the parties agree represents a fair and reasonable estimate of the Owner's actual damages at the time of contracting if Contractor fails to Substantially or Finally Complete the Work within the required time periods. Project Liquidated Damages Per Day 1) Lely Main Canal $1,288 2) Lely Manor Canal West Outfall $1,288 (North Seament) 3) Lely Manor Canal West Outfall $1,288 (South Seament) C. Computation of Time Periods. When any period of time is referenced by days herein, it shall be computed to exclude the first day and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day shall be omitted from the computation, and the last day shall become the next succeeding day which is not a Saturday, Sunday or legal holiday. D. Determination of Number of Days of Default. For all contracts, regardless of whether the Contract Time is stipulated in calendar days or working days, the Owner will count default days in calendar days. E. Right of Collection. GC-CA-3 The Owner has the right to apply any amounts due Contractor under this Agreement or any other agreement between Owner and Contractor, as payment on such liquidated damages due under this Agreement in Owner's sole discretion. Notwithstanding anything herein to the contrary, Owner retains its right to liquidated damages due under this Agreement even if Contractor, at Owner's election and in its sole discretion, is allowed to continue and to finish the Work, or any part of it, after the expiration of the Contract Time including granted time extensions. F. Completion of Work by Owner. In the event Contractor defaults on any of its obligations under the Agreement and Owner elects to complete the Work, in whole or in part, through another contractor or its own forces, the Contractor and its surety shall continue to be liable for the liquidated damages under the Agreement until Owner achieves Substantial and Final Completion of the Work. Owner will not charge liquidated damages for any delay in achieving Substantial or Final Completion as a result of any unreasonable action or delay on the part of the Owner. G. Final Acceptance by Owner. The Owner shall consider the Agreement complete when the Contractor has completed in its entirety all of the Work and the Owner has accepted all of the Work and notified the Contractor in writing that the Work is complete. Once the Owner has approved and accepted the Work, Contractor shall be entitled to final payment in accordance with the terms of the Contract Documents. H. Recovery of Damages Suffered by Third Parties. Contractor shall be liable to Owner to the extent Owner incurs damages from a third party as a result of Contractor's failure to fulfill all of its obligations under the Contract Documents. Owner's recovery of any delay related damages under this Agreement through the liquidated damages does not preclude Owner from recovering from Contractor any other non-delay related damages that may be owed to it arising out of or relating to this Agreement. Section 6. Exhibits Incorporated. The following documents are expressly agreed to be incorporated by reference and made a part of this Agreement. Exhibit A: Exhibit B: Exhibit C: Exhibit D: Exhibit E: Exhibit F: Exhibit G: Exhibit H: Exhibit I: Exhibit J: Performance and Payment Bond Forms Insurance Requirements Release and Affidavit Form Contractor Application for Payment Form Change Order Form Certificate of Substantial Completion Form Final Payment Checklist General Terms and Conditions Supplemental Terms and Conditions Technical Specifications GC-CA-4 Exhibit K: Exhibit L: Exhibit M: Permits Standard Details (if applicable) Plans and Specifications prepared by AB&B/RWA and identified as follows: Lely Area Stormwater Improvement Project (LASIP) 1) Lely Main Canal & 2) Lely Manor Canal West Outfall (North & South Sections) as shown on Plan Sheets 1 through 130. Contractor's List of Key Personnel Exhibit N: Section 7. Notices A. All notices required or made pursuant to this Agreement by the Contractor to the Owner shall be shall be deemed duly served if delivered by U.S. Mail, E-mail or Facsimile, addressed to the following: Margaret Bishop/Shane Cox, Project Managers Stormwater Management Department 2885 S. Horseshoe Drive S. Naples, Florida 34104 (239) 252-8192 B. All notices required or made pursuant to this Agreement by Owner to Contractor shall be made in writing and shall be deemed duly served if delivered by U.S. Mail, E- mail or Facsimile, addressed to the following: Guyman Construction of Florida, Inc. 305 SW 3rd Street Cape Coral, FL 33991 239/574-4174 telephone, 239/574-4091 Fax Fred Russell, Vice President C. Either party may change its above noted address by giving written notice to the other party in accordance with the requirements of this Section. Section 8. PUBLIC ENTITY CRIMES. 8.1 By its execution of this Contract, Construction Contractor acknowledges that it has been informed by Owner of the terms of Section 287.133(2)(a) of the Florida Statutes which read as follows: "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity in excess of the threshold amount GC-CA-5 provided in s. 287.017 for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list." Section 9. Modification. No modification or change to the Agreement shall be valid or binding upon the parties unless in writing and executed by the party or parties intended to be bound by it. Section 10. Successors and Assigns. Subject to other provisions hereof, the Agreement shall be binding upon and shall inure to the benefit of the successors and assigns of the parties to the Agreement. Section 11. Governing Law. The Agreement shall be interpreted under and its performance governed by the laws of the State of Florida. Section 12. No Waiver. The failure of the Owner to enforce at any time or for any period of time anyone or more of the provisions of the Agreement shall not be construed to be and shall not be a waiver of any such provision or provisions or of its right thereafter to enforce each and every such provision. Section 13. Entire Agreement. Each of the parties hereto agrees and represents that the Agreement comprises the full and entire agreement between the parties affecting the Work contemplated, and no other agreement or understanding of any nature concerning the same has been entered into or will be recognized, and that all negotiations, acts, work performed, or payments made prior to the execution hereof shall be deemed merged in, integrated and superseded by the Agreement. Section 14. Severabilitv. Should any provision of the Agreement be determined by a court to be unenforceable, such a determination shall not affect the validity or enforceability of any other section or part thereof. Section 15. Chanae Order Authorization. The Project Manager shall have the authority on behalf of the Owner to execute all Change Orders and Work Directive Changes to the Agreement to the extent provided for under the Owner's Purchasing Policy and accompanying administrative procedures. GC-CA-6 Section 16. Construction. Any doubtful or ambiguous language contained in this Agreement shall not be construed against the party who physically prepared this Agreement. The rule sometimes referred to as "fortius contra proferentum" (pursuant to which ambiguities in a contractual term which appears on its face to have been inserted for the benefit of one of the parties shall be construed against the benefited party) shall not be applied to the construction of this Agreement. Section 17. Order of Precedence In the event of any conflict between or among the terms of any of the Contract Documents, the terms of the Construction Agreement and the General Terms and Conditions shall take precedence over the terms of all other Contract Documents, except the terms of any Supplemental Conditions shall take precedence over the Construction Agreement and the General Terms and Conditions. To the extent any conflict in the terms of the Contract Documents cannot be resolved by application of the Supplemental Conditions, if any, or the Construction Agreement and the General Terms and Conditions, the conflict shall be resolved by imposing the more strict or costly obligation under the Contract Documents upon the Contractor at Owner's discretion. **** GC-CA-7 . '-~-'-----,...---'"-- ............-. ._-- IN WITNESS WHEREOF, the parties have executed this Agreement on the date(s) indicated below. CONTRACTOR: TWO WITNESSES: ~OlJVWVJl{ (1 ).~ F RST WITNESS ])eClYtrO rw. feu n+cr Type/Print Name By: tr~1:i:Y, Inc t,,<:.~ ~\l."'<~"\\ - ".};'-... \>.."" Type/Print Name and Title Date: &1 c9J-\ \ZQlO OWNER: ATTEST: /' ~,I,'~. fd'C ~~k . . .t.9~.'tIl1 ~ "",,,,,,--.,.,, , ApPfovedA~;To Form ",'f' . .., and Legal' Sufficiency: PriotName ~+1? k L\fi'i;'it~Rt Cou Attorney ~~ BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY FLORIDA BY: Fre~,~~ai~~ Item# J12iL GC-CA-8 BOND # 35ID:ro 7614 Surety: Address: Hartford Accidcnt and Indemnity Company One Hartford Plaza Hartford, Connecticut 06115 Phone # (248) 822-6456 This is the front page of the performance/payment bond issucd in comj'lliancc with Florida Statue Chapter 255.05 Contractor: Guymann Construction of Florida, Inc. Obligee: Collier County Board 0 r County Commissioncrs Address: 305 SW 3rd Street Cape Coral. Florida 33991 Address: Naples, Florida Phone #: 239-574-4174 Phone #: Date Issued: February 16,2010 Amount: $1,915,829.00 One Million Nine Hundred Fifteen Eight Hundred Twenty Nine and No/lOO Project Description: Le1y Area Stormwater Improvements Project Contract #: 10-5198 Project Address: Legal Description of Property: This is the front page of the bond; all other pages are subsequent regardless of preprinted numbers. EXHIBIT A PUBLIC PAYMENT BOND Lely Area Stormwater Improvement Project (LASIP) 1) Lely Main Canal 2) Lely Manor Canal West Outfall (North & South Sections) Bond NO~35B:SF07614 ContraclNo.10-5198 KNOW ALL MEN BY THESE PRESENTS: That Guymann Construction of Florida, Inc. 305 SW 3rd Street, Cape Coral, Florida 33991 and Hartford Accident and Indemnity Company Surety, located at One Hartford Plaza, Hartford, Connectlcut 061':1':1 (Business Address) are held and firmly bound to Collier County . as Obligee in the sum of 01e MilliOl Nine flt.JrilrEd Fifteen 1h::usan:'l Elght Hun::JrEd I\-.€nty NlJ1e & NJ/lOJ ($ ], 915 ,829.cx)-- ) for the payment whereof we bind ourselves, our heirs, executors, personal representatives, successors and assigns, jointly and severally. as Principal, , as WHEREAS, Principal has entered into a contract dated as of the _ day of 20_, with Obligee for I.ely Are3 StOr:TTW'lter IrrprovarEnts Ftoje::t in rnll ier Chntv accordance with drawings and specifications, which contract is incorporated by reference and made a part hereof, and is referred to herein as the Contract. THE CONDITiON OF THIS BOND is that if Principal: Promptly makes payment to ail claimants as defined in Section 255.05(1), Florida Statutes, supplying Principal with labor, materials or supplies, used directly or indirectly by Principal in the prosecution of the work provided for in the Contract, then this bond is void; otherwise it remains in full force. Any changes in or under the Contract and compliance or noncompliance with any formalities connected with the Contract or the changes do not affect Sureties obligation under this Bond. The provisions of this bond are subject to the time limitations of $ection 255.05(2). In no event will the Surety be liable in the aggregate to claimants for more than the penal sum of this Payment Bond, regardless of the number of suits that may be filed by claimants. IN WITNESS WHEREOF, the above parties have executed this instrumellt this 16th day of Fel::Jru3rv 2010, the name of each party being affixed and these presents duly signed by its under-signed representative, pursuant to authority of its governing body. . GC-CA-A-1 Signed, sealed and delivered in the presence of: PRINCIPAL CIJYMAliN CJ:lIBIlUTI(N CF FIffiIDI\, oc. ( \ (-r' ( '..,,( , ,,,..t...;..... -.,.-/' _. '" ~~ n--- BY: NAME: ITS: , \<..' STATE OF Florid! COUNTY OF Lee The foregoing instrument was acknowledged before mf) this 16th day of Fel:ruarv 20.1Q.., by furl Russell , as ~da1t of G.Jyrrann G::nstru:tim of Florid!, Inc. , a Florid! corporation, on behalf of the corporation He1'SI\e is PFm;nnally knnWlL tn me OR has produced N!A as identification and did (did not) take an oath. My Commission Expires: L . H.in;Js::n (Legibly Printed) ~~-( 0( ~:t"~ Notary Public State of Florida 0( ( ~~ l" Wendy L Hmgson ( ( ~ _ , ~ My Commission 00870744 < .1-0, r.o' ExpIres OS/23/2013 ..mv' -..., NAME: (AFFIX OFFICIAL SEAL) Notary Public, State of Flcrid! Commission No.: aB70744 ATTEST: SURETY: fji\R'IFrnD ro::::o::ENI' JlN) ThIB'NI'I'l CIWANY (Printed Name) Q-., H3rtford Plaza H3rtford, Cb1nectia.rt: C6l55 (Business Address (Authorized Signature) Witnesses to Surety (Printed Name) GC-CA-A-2 ,/ STATE OF Florida. COUNTY OF Lee OR 2... As Attorney in F ct (Attach Powe 0 Attomev) Jay E. W:xXIy, ttorney-~ am Florida. Resident JBe;lt (Printed Name) . Valenti, 'Itd:ec & W:xXIy 4110 Center FtJint Drive, &rite 215 Fort Myers, nond3. jj',Hb (Business Address) (239) 275-B226 (Telephone Number) The foregoing FEtruary Attorney- In-Fac:t: Surety, on behalf of Surety. NlA take an oath. instrument was aCknow~:~~d before me this 16th , 20 10, by Jay E. of H3rtford kcident am Irrlmrity 0:rrp3ny He~ is personally known to me OR has produced a Ion an ho d' -{did not) My Commission Expires: i..~':t"t\- Notary Public State of Florida . . Wendy l Hingson ~ _, Z My Commission D0870744 '>OFf\."- Expires OS/23/2013 (AFFIX OFFICIAL SEAL) day of , as Name: Wn:Jy. Hin:js::n (Legibly Printed) GC-CA-A-3 Notary Public, State of: Florida. Commission No.: ID'J1D744 r EXHIBIT A PUBLIC PERFORMANCE BOND Lely Area Stormwater Improvement Project (LASIP) 1) Lely Main Canal 2) Lely Manor Canal West Outfall (North & South Sections) Bond No 35Jp3Rl76l4 Cqntract No.. 10-5198 KNOW ALL MEN BY THESE PRESENTS: That GJym3m Ccnstructim of Flcxiill, Inc. , as P ri n cipa I, and H3rtford JlccidEnt am :In:Jami tv 0:rr]::Bny , as Surety, lo.cated at (he H3rtford Plaza, H3rtford, O:nnectirut 05155 (Business Address) are held and firmly baund to. (blUer G:u1ty , as Obligee in the sum of (he MilUm Nine.an:lrEd Fiftffi1 'Ih::us3rd Eight ($1,9l5,829.~) far the payment ft.J~r&o.rng-lb1JRCf ou'fs~~~ our heirs, executors, personal representatives, successars and assigns, jointiy and severally, WHEREAS, Principal has entered into. a co.ntract dated as af the day af , 20_, with Obligee far Lely Are3 storrrw.eter liTprcNera1t Project in accardance with drawings and specificatians, which cantract is inco.rpo.rated by reference and made a part hereof, and is referred to. herein as the Cantract. THE CONDITION OF THIS BOND is that if Principal: 1, Perfarms the Contract at the times and in the manner prescribed in the Cantract; and 2, Pays Obligee any and ali losses, damages, casts and atto.rneys' fees that Obligee sustains because of any default by Principal under the Contract, including, but not limited to., all delay damages, whether liquidated or actual, incurred by Obligee; and 3. Performs the guarantee of all wark and materials furnished under the Cantract fo.r the time specified in the Cantract, then this bo.nd is void; otherwise it remains in full farce. Any changes in or under the Co.ntract and compliance ar nanco.mpliance with any formalities connected with the Contract ar the changes do nat affect Sureties obligatian under this Bond. The Surety, far value received, hereby stipulates and agrees that r)o changes, extensions af time, alteratians aradditions to. the terms af the Cantract o.r other work to. be performed hereunder, ar the specifications referred to therein shall in anywise affect its obligations under this bond, and it does hereby waive notice bf any such changes, extensio.ns of time, alterations or additions to. the terms of the Co.fltract o.r to. wo.rk or to the specifications, GC-CA-A-4 This instrument shall be construed in all respects as a common law bond. It is expressly understood that the time provisions and statute of limitations under Section 255.05, Florida Statutes, shall not apply to this bond In no event will the Surety be liable in the aggregate to Obligee for more than the penal sum of this Performance Bond regardless of the number of suits that may be filed by Obligee. IN WITNESS WHEREOF, the above parties have executed th.is instrument thisJ,6th day of FEbrwry , 20 10, the name of each party oeing affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. Signed, sealed and delivered in the resence of: PRINCIPAL G.J'IM"N'l ~a;: CF F'l1R!Il'I, rn:;. - .~/"" ,{......./.. ."~ BY: ./ \.. NAME: ;:..~ ~\l."'~< \ 1_. ITS: \f.\<.< \>'rJ'~"'\ \ STATE OF Floci&. COUNTY OF Lee instrument was acknowledged before me this 16th day of , 20.J.Q. by Fre::l Rlseell , as of GJ;uann O::nstructim of Fleri&., In:::. , a corporation, on behalf of the corporation. Hetsbre is known to me OR has produced to/A as identification and' I not) take The foregoing ~~~ Viae Presi t FIeri&. personally My Commission Expires: ~tl-Y"Ci.. N I ,0 ". "G, 0 ary Public State of Florida .. r; Wendy l Hmgson ~:: -'". 4 My Commission 00870744 ",:,c, Ot. ".t?- Expires OS/23/2013 ~"""\."""""" Name: WnJy . Hin:Js:n (Legibly Printed) Notary Public, State of: Flori&. Commission No.: ID370744 (AFFIX OFFICIAL SEAL) GC.CA-A-5 ATTEST: SURETY: HI\RIFCRD mI' JlN} IN:E'Nl'IY crMPANY (Printed Name) 01e h3rtford Plaza Hartford, Cb1nect:irut 05155 (Business Address) . (Authorized Signature) Witnesses as to Surety (Printed Name) OR '-~~,u.~ , :z., <::.. As Attorney in Fa t (Attach Powe of :A.ttorney) Jay E. W::cd,r, ttomey--:rn:Fact an:'l Florid'! Residnt iqEnt (Printed Name) ValEl1ti, 'Ilcc:b2c & W::cd,r 4ilO Caltec Fbmt Dnve, &nte LJ..') Fort ~rs, Florid'! 33916 (Business Address) (239) 275-8226 (Telephone Number) STATE OF COUNTY OF Florid'! Lee The foregoing instrument was acknowledged before me this 16th day of F'Eb:u3rv , 20 10, by Jay E. W::cd,r , as Attorney-In-Fact of Hartford kcidnt an:'l Irrlamity <:l::np3I1'( a Hartford, Cl:mectirut Surety, on behalf of Surety. He/~ is personally 0 me has produced NlA as I ca Ion and whoa an oath. My Commission Expires: .. o.,.~., "'~ NOla. ry Public Slate of Florida ~ : r: Wendy L Hingson ~ . ~ My Commission 00870744 '>o,,,"~ Expires OS/23/2013 A (AFFIX OFFICIAL SEAL) Notary Public, State of: Florid'! Commission No,: JL'870744 GC.CA.A.6 POWER OF ATTORNEY Direct Inquiries/Claims to: THE HARTFORD BOND, T-4 P.O. BOX 2103, 690 ASYLUM AVENUE HARTFORD. CONNECTICUT 06115 call: 888-266-3488 or fax: 860-757-5835 Agency Code: 35-355032 KNOW ALL PERSONS BY THESE PRESENTS THAT: ~ Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut ~ Hartford Casualty Insurance Company, a corporation duly organized under the laws of the Stale of Indiana [K] Hartford Accident and Indemnity Company, a corporation duly organized under the laws ofthe State of Connecticut D Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut D Twin City Fire Insurance Company, a corporation duly organized under the laws of the State oflndiana D Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the St<:lte of Illinois D Hartford Insurance Company of the Midwest, a corporation duly organized under the laws orthc State of Indiana D Hartford Insurance Company of the Southeast, a corporation duly organized under the la\vs of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint, up to the amount of unlimited: Jay E. Woody, SF Humenchick. Wendy L. Hingson, Dawn Onzo of Fort Myers, FL their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by rgj, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on January 22, 2004 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. ~."<::" a...~ r,r4) !ft:;~\~\ I',' ,,?"/f! t;i~JJ \::~g ~9 Q( ~~ Paul A. Bergenholtz, Assistant Secretary M. Ross Fisher, Assistant Vice President STATE OF CONNECTiCUT} 5S. Hartford COU NTV OF HARTFO RD On this 3rd day of March, 2008, before me personally came M. Ross Fisher, to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. ^_ O/{:/ /' ),,:'Wc' /.:..J',,- .- - CERTIFICATE I, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is still in full force effective as of 16th day of February, 2010 Signed and sealed at the City of Hartford Scott E. Paseka Notary Public My Commission Expires October 31, 2012 1'-~'''~~ I -11 :~"""Y) . I!t''''~ ,a.-::-.. ~ ~.~ _.. ~~ IfJ~v~...~\~-;.\ \.:J.. JfJ;~J;J t~t\ 11l*7(JJ-j.l? .,;...,....<_" x...~,!. "',"""0'\ ~.". /J&/v.~. I. Gary w_ Stumper, Assistant Vice President !il$lltanl:er$t>rii:lTYIl~i' .,., 1. ~ Worker's Compensation 2. 0 Employer's Liability 3. 0 Commercial General liability (Occurrence Form) patterned after the current ISO form 4. 0 Indemnification 4. 0 Automobile Liability Collier County Florida Insurance and Bonding Requirements ,;;Rllll\lk~illiinils " '. ' '. ': ::":'., '><"'::' :',::' Statutory Limits of Florida Statutes, Chapter 440 and all Federal Government Statulory Limits and Requirements $1 000000 single limit per occurrence Bodily Injury and Property Damage $2 000 000 single limit per occurrence To the maximum extent permitted by Florida law, the ContractorNendorlConsultant shall indemnify and hold harmless Collier County, Its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the ContractorNendorlConsultant or anyone employed or utilized by the ContractorNendorlConsultant in the performance of this Agreement. This indemnification obligation shall not be conslrued to negale, abridge or reduce any other rights or remedies which otherwise may be available to an Indemnified party or person described in this paragraph This section does not pertain to any incident arising from the sole negiigence of Collier County. $ 2,000,000 Each Occurrence: Bodily Injury & Property Damage, OwnedINon-ownedIHired; Automobile Included 5. 0 .Other insurance as 0 Watercraft noled: $ Per Occurrence D United Stales Longshoreman's and Harborworker's Act coverage shall be maintained where applicable to the completion of the work. $ Per Occurrence D Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the work. $ Per Occurrence o Aircraft Liability coverage shall be carried in limits of nolless than $5,000,000 each oocurrence if applicable to the completion of the Services under this Agreement. D Pollution $ $ Per Occurrence Per Occurrence D Professional Liability $ . $ 500,000 each claim and in the aggregate . $1,000,000 each claim and in the aggregate . $2,000,000 each claim and in the aggregate Per Occurrence o Project Professional Liability o Valuable Papers Insurance $ $ Per Occurrence Per Occurrence GC-CA-B-3 6. I2J Bid bond Shan be submitted with proposal response in the form of certified funds, cashiers' check or an irrevocable letter of credit, a cash bond posted with the County Clerk, or proposal bond in a sum equal to 5% of the cost proposal. An checks shan be made payable to the Coiiier County Board of County Commissioners on a bank or trust company located in the State of Flonda and insured by the Federal Deposit Insurance Corporation 7. I2J Performance and Payment Bonds For projects in excess of $200,000, bonds shan be submitted with the executed contract by Proposers receiving award, and written for 100% of the Contract award amount, the cost borne by the Proposer receiving an award. The Performance and Payment Bonds shall be unr)erwritten by a surety authorized to do business in the State of Florida and otherwise acceptable to Owner; provided, however, lhe surety shall be rated as "A-" or better as to general policy holders rating and Class V or higher rating as to financial size category and the amount required shan not exceed 5% of the reported policy holders' surplus, an as reported in the most current Best Key Raling Guide, published by AM. Best Company, Inc. of 75 Fulton Street, New York, New York 10038 8. [8] Vendor shall ensure that all subcontractors comply with the same insurance requirements that he is required to meet. The same Vendor shall provide County with certificates of insurance meeting the required insurance provisions. 9, [8] Collier County must be named as "ADDITIONAL INSURED" on the Insurance Certificate for Commercial General Liability where required. 10. [8] Collier County Board of County Commissioners shall be named as the Certificate Holder and the certificate must read "For any and all work performed on behalf of Collier County. NOTE: The "Certificate" should read as follows: . For any and all work perforrned on behalf of Collier County. . Collier County Board of County Commissioners, Naples, Florida No County Division, Department or individual name should appear on the Certificate. 11. [8] Thirty (30) Days Cancellation Notice required. Vendor's Insurance Statement We understand the insurance requirements of these specifications and that the evidence of insurability may be required within five (5) days of the award of this solicitation. Name of Firm ~ ~ CF ru::RIII'\~~. Vendor Signature ( - ' tA""~_';> - Pnnt Name \-:<.~ ~""~~e \~----~,...t '\>vt I I nsurance Agency valEnti, TI::cbec & Wx:dy Date Feh::u3ry 16, 3::10 Agent Name Jay E. Wx:dy, Telephone Number (239) 275-8226 GC-CA-B-4 ACORQ, CERTIFICATE OF LIABILITY INSURANCE I DATE (MMIODIYYYY) 02/16/2010 PRODUCER FAX (239)275-8837 THIS CERTIFICATE is ISSUED AS A MATTER OF INFORMATION Valenti Trobec & Woody, Inc. ONLY AND CONFERS NO RiGHTS UPON THE CERTIFICATE. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 4110 Center Point Drive, Suite 215 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Fort Myers, FL 33916 (239)275-8226 INSURERS AFFORDING COVERAGE NAIC# INSURED Guymann Construction of Florida, Inc. INSURER A National Fire Insurance of Hartf rd 20478 305 SW 3rd Street INSURER B Continental Casualty 20443 Cape Coral, Florida 33991 INSURER C Valley Forge Insurance CO":pany "o'iCiJ INSURER 0 American Casualty Co of Reading, PA 20427 INSURER E "'......"'. . A I COVERAGES ' I K II." \fU". THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED DR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAlO CU\IMS II~~: N9::~i TYPE OF INSURANCE POLICY NUMBER P~...L~~Y EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY 208 399 7962 01/01/2010 01/01/2011 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE JO RENTED $ 100,000 I CLAIMS MADE ]]] OCCUR MED EX? (Anyone person) $ 5,000 A X Includes: XCU, PERSONAL & ADV INJURY $ 1,000,000 X PO Deductible 1000 GENERAL AGGREGATE $ 2,000,000 - GEN'L AGGREGATE lIMlT APPLIES PER PRODUCTS - COMP/OP AGG $ 2,000,000 I POLICY m j~8T n LOC - AUTOMOBILE LIABILITY 103 177 7042 01/01/2010 01/01/2011 COMBINED SINGLE LIMIT ~ (fa accident) $ X ANY AUTO 1,000,000 ~ ALL OWNED AUTOS BODILY INJURY X $ SCHEDU,LEO AUTOS (Per person) B X HIRED AUTOS BODILY INJURY "x , NON.OWNED AUTOS (Per accident) e:-:- Hired Phy Damage X PROPERTY DAMAGE "x $1000 Comp/Coll (Per accident) $ R~GE LIABILITY AUTO ONLY - EA ACCIDENT , ANY AUTO OTHER THAN EAACC $ AUTO ONLY AGG $ 3~SSJUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR D CLAIMS MADE AGGREGATE $ $ =1 ~EDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC107 369 2304 01/01/2010 01/01/2011 X I T'X~.JT ~Ig< I I OJ.':" EMPLOYERS' LIABILITY C ANY PROPRIETOR/PARTNER/EXECUTIVE EL. EACH ACCIDENT $ 500,000 OFFICERlMEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $ 500,000 If yes, describe under 500,000 SPECIAL PROVISIONS below E L. DISEASE. POLICY LIMIT $ O;l'ER 103 177 7039 01/01/2010 01/01/2011 leased/Rented Equipment In and Marine 0 $100,000 Any One Item 2% Deductible-Min $5,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS 'For Any and All Work Performed on behal f of Co11 ier County" ollier County Board of County Commissioners is added as Additional Insureds with respects to enera 1 Liability C ER Co11 ier County Board of County Commmissioners Naples, Fl ACORD 25 (2001108) C C lLATI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL ~ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KINO UPON THE INSURER, rTS AGENTS OR REPRESENTATIVES. AUTHOR~EDREPRESENTATlVE Ja Wood /V510 ~,o::tG1 @ACORDCORPORATION 1988 ACORD,. CERTIFICATE OF LIABILITY INSURANCE I DATE (MM/ODNYYYj 02/16/2010 PRODUCER FAX (239)275-8837 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Valenti, Trobec, Chandler Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFiCATE DOES NOT AMEND, EXTEND OR 1175 West Long Lake Road, Suite 200 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Troy, Michigan 48098 239-275-8226 INSURERS AFFORDING COVERAGE NAIC# INSURED Guymann Construction of Florida, Inc. INSURER A St Paul Fire & Marine Ins. Co. 24767 305 SW 3rd Street INSURER B Cape Coral, Florida 33991 INSURER C .. INSURER D INSURER E r 1 /) I "'\ 1 ~ I ^ I COVERAGE'" -01\1 JII\Jf4/ THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HERE!N IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS I~~~ ~~'1:~ TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY EACH OCCURRENCE $ r-- DAMAGE TO RENTED $ COMMERCIAL GENERAL LIABILITY I CLAIMS MADE D OCCUR MED EXP (Anyone person) $ PERSONAL & ADV INJURY $ r-- GENERAL AGGREGATE $ r-- GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMPtOP AGG $ h ,nPRO~ n POLICY JECT lOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT r-- (Eaaccident) I ANY AUTO - ALL OWNED AUTOS BODILY INJURY - (Per person} $ SCHEDULED AUTOS - HIRED AUTOS BQDIL Y INJURY - (Psraccidenl) $ - NON-OWNED AUTOS PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ~ ANY AUTO OTHER THAN EAACC $ AUTO ONLY AGG $ iJ~SSIUMBRELLA LIABILITY QK02101000 01/01/2010 01/01/2011 EACH OCCURRENCE $ 10,000,000 X OCCUR D CLAIMS MADE AGGREGATE $ 10,000,000 A FOLLOWS FORM $ =;1 ~EDUCTIBLE $ X RETENTION $ 10,00( $ WORKERS COMPENS,f.TlON AND I WC STATU-.I IOJ~' EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE EL EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? E.L DISEASE - EA EMPLOYEE $ If yes, describe under SPECIAL PROVISIONS below EL DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES / EXCLUSIONS ADDEO BY ENDORSEMENT I SPECIAL PROVISIONS 'For Any and All Work Performed on behal f of Coll ier County" ollier County Board of County Commissioners is added as Additional Insureds with respects to :'enera 1 Liabil ity H R Collier County Board of County Commmissioners Naples, Fl SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL ~ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATlYE- / Alan Chandl er/ _ ~ /// // / ,-<~~<::-;---=--- " '~-:~/ ACORD 25 (2001108) @ACORDCORPORATIOr;r1'988 EXHIBIT C RELEASE AND AFFiDAVIT FORM COUNTY OF COLLIER STATE OF FLORIDA) Before me, the undersigned authority, personally appeared who after being duly sworn, deposes and says: (1) In accordance with the Contract Documents and in consideration of $ paid, ("Contractor") releases and waives for itself and it's subcontractors, material-men, successors and assigns, all claims demands, damages, costs and expenses, whether in contract or in tort, against the Board of County Commissioners of Collier County, Florida, relating in any way to the performance of the Agreement between Contractor and Owner dated , 20_ for the period from to , excluding all retainage withheld and any pending claims or disputes as expressly specified as follows: (2) Contractor certifies for itself and its subcontractors, material-men, successors and assigns, that all charges for labor, materials, supplies, lands, licenses and other expenses for which Owner might be sued or for which a lien or a demand against any payment bond might be filed, have been fully satisfied and paid. (3) To the maximum extent permitted by law, Contractor agrees to indemnify, defend and save harmless Owner from all demands or suits, actions, claims of liens or other charges filed or asserted against the Owner arising out of the performance by Contractor of the Work covered by this Release and Affidavit. (4) This Release and Affidavit is given in connection with Contractor's [monthly/final] Application for Payment No. CONTRACTOR BY: ITS: President DATE: Witnesses STATE OF COUNTY OF The foregoing instrument was acknowledged before me this _ day of ,20_, by ,0 ~ ,a corporation, on behalf of the corporation. He/she is personally known to me or has produced as identification and did (did not) take an oath. My Commission Expires: (Signature of Notary) NAME: (Legibly Printed) (AFFIX OFFICIAL SEAL) Notary Public, State of Commissioner No.: GC-CA-C-1 EXHIBIT D FORM OF CONTRACT APPLICATION FOR PAYMENT (County Project Manager) (County Department) Collier County Board of County Commissioners (the OWNER) or Collier County Water-Sewer District (the OWNER) FROM: (Contractor's Representative) (Contractor's Name) (Contractor's Address) RE: Bid No. 10-5198 Project No. Application Date Payment Application No for Work accomplished through the Date: (Project Name) Original Contract Time: Revised Contract Time: Retainage @ 10% thru[insert date] $ Retainage @ _% after [insert date] $ = Percent Work completed to Date: Percent Contract Time completed to Date % % Liquidated Damages to be Accrued $ ATTACH SCHEDULE OF VALUES AND ACCOMPANYING DOCUMENTATION TO THIS APPLICATION Original Contract Price: $ Total Change Orders to Date $ Revised Contract Amount $ Total value of Work Completed and stored to Date $ Less Retainage $ Total Earned Less Retainage $ Less previous payment (s) $ AMOUNT DUE THIS APPLICATION: $ Remaining Contract Balance $ CONTRACTOR'S CERTIFICATION: The undersigned CONTRACTOR certifies that: (1) all previous progress payments received from OWNER on account of Work done under the Contract referred to above have been applied to discharge in full all obligations of CONTRACTOR incurred in connection with Work covered by prior Applications for Payment numbered 1 through _ inclusive; (2) title to all materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all liens, claims, security interests and encumbrances (except such as covered by Bond acceptable to OWNER); (3) all amounts have been paid for work which previous payments were issued and received from the OWNER and that current payment is now due; and (4) CONTRACTOR has only included amounts in this Application for Payment properly due and owing and CONTRACTOR has not included within the above referenced amount any claims for unauthorized or changed Work that has not been properly approved by Owner in writing and in advance of such Work. By CONTRACTOR: (Contractor's Name) (Signature) DATE: (Type Name & Title) (shall be signed by a duly authorized representative of CONTRACTOR) Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended: By Design Professional: (DP's Name) (Signature) DATE: (Type Name & Title) Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is approved: By OWNER'S Project Manager: (Signature) DATE: (Type Name and Title) GC-CA-D-1 : I Wo ..J~irl ~ZJ: OC(:I: t-....t: lli;: ------ W " . *~ , . I,;;: 8 , II- . 'W . --1 '" w " , ~~ - 'i+-~ 0- ~< I- W ,'" , w,:t: , , o,~ I I Zz <- -,u. <0 "'I- i r- I I :- t--t-' i I --,..-- i I I -tt , I -1. , i i I ---t-! j t! ~, E' tJ) ;i' ~ w u " ::::> .~ j!!.g CI ...J ..... III ~ W '<( 0.. OlL_ I- > I ------r ~ LL 0. o ~ :W (J is ~ o g; 'w ,. I::I: > 'u IU) I - -- '0 " , ~ i c: I~ o u el- l- iii J: >< w ;; E . z '01 . i e- o. I- W ZI- ~ ~ i ffi~ 0.0 U @ow ...Jr-L1J.... <(wD:::<( I-..JOc ~ ~,:;; 0 8106 I- lIl, fil'l=t "'0: O:w 1-1- . lIl;j o lIlO :fIn: .....IW :0.. lIlW zl- 0< _0 I-w u III ~ is, ;:, ~I u III w o '" "w w'" 1-,"1 '''I '':l Ul -' < I- o I- '" Q) E o o ~2 '" ~ .~ 1il __ _______ __ " '" g:c cl- Ei c ~ E - ~ 0'0 ~.Q ~ L ------., - i 11 . L, T 1- lll'- : , ~ '" : ~ Q) , 1 III U, I I 13-E.J _ I - -< ~ -~---I- -il-~ lD ID : ~ ~ i 0._ ~g i U ....i ~.~ ~I- I U m: I ~ C, ~ Ei 8: Ei Q)! 151 :; 1: I -- ~1~1 j ~i EI I .QI~: I 1\1 8' E Q) ~ - ~~ 1= :J rn..c Q)I- 12 ~ I 0.- .~ ~~ -+- :J ~i ! ~ El! Ilill '~I.~ I <1J, ro' - I r- roia> Oi.... :J"!: .c Q) I-'~ Q) ~ ~ ~ I- 0 --..:$? '" CQ) .Q -E ~o 0..2 0.'" <'" III Q) Qj :J..c g> -.~ B.!: ~a..s a... :J ~ ii) 15.!: I "U:'::>Q) C ro OJ' :::Ii E c, ~io ~ EiC 0 ::l'= Q) Qim =: 0, ui (1), O,e g ~i~ iii' (1), a. u ..c: m Q)' :::.1:: ~ ,2,.!Q 0.' c;= a.; __ .Q: ~ ~ C-_ __---+_ ___ ~ >- ~ m~..c o.;a......... ~I.~ ~ I N o <l: () U <.? I i r- 1- ..I. ,--- , : I ..+ I : I -I I i ! ~ 'E o " Q) ~ III OJ o 1-- ~s W c:: III .. c:: OJ- al "C W "C 0 " Q) .;: Q) 0 0 OJ 0.. - , III III U .5 .c:: , I- o:l + ~"C <( III Q) ro ::1_ u OOj :; .- - E > III ~ ~ c:: 0 0.. u.. "C "C 0 CIJ "i: > Q) CO oiii c.. ~ .~ ~.c:: I- ;: Q) - .. :;; "C Q) ~ o - <Il ~"C III Q) ::I > o .- <( .- Q) > u Q) Q) a:~ Q) ~ " Q) ._ .c o E > ::I .5z '" , o .d: '-? u <9 ~ Q) ~ ::I <Il '0 (l) ::l c:: C o ~ o c:: o ~ U III Q) C .0 :c x W Q) OJ c . -'- EXHIBIT E CHANGE ORDER TO: Project Name: Sid No.: Change Order No.: Change Order Description FROM: Collier County Government Construction Agreement Dated: Date: Original Agreement Amount ..............................................................$ Sum of previous Change Orders Amount ...... ...... ...... ...... ...... .......$ This Change Order Amount ........ ............. ........................................$ Revised Agreement Amount..............................................................$ Original Contract Time in calendar days Adjusted number of calendar days due to previous Change Orders This Change Order adjusted time is Revised Contract Time in calendar days Original Notice to Proceed Date Completion date based on original Contract Time Revised completion date Contractor's acceptance of this Change Order shall constitute a modification to the Agreement and will be performed subject to all the same terms and conditions as contained in the Agreement, as if the same were repeated in this acceptance. The adjustments, if any, to the Agreement shall constitute a full and final settlement of any and all claims of the Contractor arising out of, or related to, the change set forth herein, including claims for impact and delay costs. Prepared by: Date: Project Manager Recommended by: Design Professional Date: Accepted by: Date: Contractor Approved by: Date: Department Director Approved by: Date: Division Administrator Approved by: Date: Purchasing Department Authorized by Director Date: (For use by Owner: Fund Number: ) Cost Center: Object Code: Project GC-CA-E-5 EXHIBIT F CERTIFICATE OF SUBSTANTIAL COMPLETION OWNER'S Project No. PROJECT: Design Professional's Project No. CONTRACTOR Contract For Contract Date This Certificate of Substantial Completion applies to all Work under the Contract Documents or to the following specified parts thereof: To OWNER And To Substantiai Completion is the state in the progress of the Work when the Work (or designated portion> is sufficiently compiete in accordance with the Contract Docurnents so that the Owner can occupy or utilize the Work for its intended use. The Work to which this Certificate applies has been inspected by authorized representatives of OWNER, CONTRACTOR AND DESIGN PROFESSIONAL, and that Work is hereby declared to be substantially complete in accordance with the requirements of the Contract Documents on: DATE OF SUBSTANTIAL COMPLETION A tentative list of items to be completed or corrected is attached hereto. This list may not be all-inclusive, and the failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all the Work in accordance with the Contract Documents. The items in the tentative list shall be completed or corrected by CONTRACTOR within days of the above date of Substantial Completion. GC-CA-F-1 The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance, heat, utilities, insurance and warranties shall be as fOllows: RESPONSIBILITIES: OWNER: CONTRACTOR The fOllowing documents are attached to and made a part of this Certificate: This certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a release of CONTRACTOR'S obligation to complete the Work in accordance with the Contract Documents. Executed by Design Professional on ,20_ Design Professional By: Type Name and Title CONTRACTOR accepts this Certificate of Substantial Completion on ,20_ CONTRACTOR By: Type Name and Title OWNER accepts this Certificate of Substantial Completion on ,20_ OWNER By: Type Name and Title GC-CA-F-2 Bid No.: Project No. Contractor: The fOllowing items have been secured by the for the Project known as EXHIBIT G FINAL PAYMENT CHECKLIST Date: ,20_ and have been reviewed and found to comply with the requirements of the Contract Documents. Original Contract Amount: Final Contract Amount: Commencement Date: Substantial Completion Time as set forth in the Agreement: Calendar Days. Actual Date of Substantial Completion: Final Completion Time as set forth in the Agreement: Calendar Days. Actual Final Completion Date: YES NO 1. All Punch List items completed on 2. Warranties and Guarantees assigned to Owner (attach to this form). 3. Effective date of General one year warranty from Contractor is: 4. 2 copies of Operation and Maintenance manuals for equipment and system submitted (list manuals in attachment to this form). 5. As-Built drawings obtained and dated: 6. Owner personnel trained on system and equipment operation. 7. Certificate of Occupancy No.: issued on (attach to this form). 8. Certificate of Substantial Completion issued on 9. Final Payment Application and Affidavits received from Contractor on: 10. Consent of Surety received on 11. Operating Department personnel notified Project is in operating phase. 12. All Spare Parts or Special Tools provided to Owner: 13. Finished Floor Elevation Certificate provided to Owner: 14. Other: If any of the above is not applicable, indicate by N/A. If NO is checked for any of the above, attach explanation. Acknowledgments: By Contractor: (Company Name) (Signature) (Typed Name & Title) By Design Professional: (Firm Name) (Signature) (Typed Name & Title) (Department Name) (Signature) (Name & Title) By Owner: GC-CA-G-l EXHIBIT H GENERAL TERMS AND CONDITIONS 1. INTENT OF CONTRACT DOCUMENTS. 1.1 It is the intent of the Contract Documents to describe a functionally complete Project (or portion thereof) to be constructed in accordance with the Contract Documents. Any work, materials or equipment that may reasonably be inferred from the Contract Documents as being required to produce the intended result shall be supplied whether or not specifically called for. When words which have a well known technical or trade meaning are used to describe work, materials or equipment, such words shall be interpreted in accordance with that meaning. Reference to standard specifications, manuals or codes of any technical society, organization or association or to the laws or regulations of any governmental authority having jurisdiction over the Project, whether such reference be specific or by implication, shall mean the latest standard specification, manual, code, law or regulation in effect at the time the Work is performed, except as may be otherwise specifically stated herein. 1.2 If before or during the performance of the Work Contractor discovers a conflict, error or discrepancy in the Contract Documents, Contractor immediately shall report same to the Project Manager in writing and before proceeding with the Work affected thereby shall obtain a written interpretation or clarification from the Project Manager; said interpretation or clarification from the Project Manager may require Contractor to consult directly with Design Professional or some other third party, as directed by Project Manager. Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to Contractor with the Contract Documents before commencing any portion of the Work. 1.3 Drawings are intended to show general arrangements, design and extent of Work and are not intended to serve as shop drawings. Specifications are separated into divisions for convenience of reference only and shall not be interpreted as establishing divisions for the Work, trades, subcontracts, or extent of any part of the Work. In the event of a discrepancy between or among the drawings, specifications or other Contract Document provisions, Contractor shall be required to comply with the provision which is the more restrictive or stringent requirement upon the Contractor, as determined by the Project Manager. Unless otherwise specifically mentioned, all anchors, bolts, screws, fittings, fillers, hardware, accessories, trim and other parts required in connection with any portion of the Work to make a complete, serviceable, finished and first quality installation shall be furnished and installed as part of the Work, whether or not called for by the Contract Documents. 2. INVESTIGATION AND UTILITIES. 2.1 Subject to Section 2.3 below, Contractor shall have the sole responsibility of satisfying itself concerning the nature and location of the Work and the general and local conditions, and particularly, but without limitation, with respect to the following: those affecting transportation, access, disposal, handling and storage of materials; GC-CA-I-l availability and quality of labor; water and electric power; availability and condition of roads; work area; living facilities; climatic conditions and seasons; physical conditions at the work-site and the project area as a whole; topography and ground surface conditions; nature and quantity of the surface materials to be encountered; subsurface conditions; equipment and facilities needed preliminary to and during performance of the Work; and all other costs associated with such performance. The failure of Contractor to acquaint itself with any applicable conditions shall not relieve Contractor from any of its responsibilities to perform under the Contract Documents, nor shall it be considered the basis for any claim for additional time or compensation. 2.2 Contractor shall locate all existing roadways, railways, drainage facilities and utility services above, upon, or under the Project site, said roadways, railways, drainage facilities and utilities being referred to in this Sub-Section 2.2 as the "Utilities". Contractor shall contact the owners of all Utilities to determine the necessity for relocating or temporarily interrupting any Utilities during the construction of the Project. Contractor shall schedule and coordinate its Work around any such relocation or temporary service interruption. Contractor shall be responsible for properly shoring, supporting and protecting all Utilities at all times during the course of the Work. The Contractor is responsible for coordinating all other utility work so as to not interfere with the prosecution of the Work (except those utilities to be coordinated by the Owner as may be expressly described elsewhere in the Contract Documents). 2.3 Notwithstanding anything in the Contract Documents to the contrary, if conditions are encountered at the Project site which are (i) subsurface or otherwise concealed physical conditions which differ materially from those indicated in the Contract Documents or (ii) unknown physical conditions of an unusual nature, which differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, and which reasonably should not have been discovered by Contractor as part of its scope of site investigative services required pursuant to the terms of the Contract Documents, then Contractor shall provide Owner with prompt written notice thereof before conditions are disturbed and in no event later than three (3) calendar days after first observance of such conditions. Owner and Design Professional shall promptly investigate such conditions and, if they differ materially and cause an increase or decrease in Contractor's cost of, or time required for, performance of any part of the Work, Owner will acknowledge and agree to an equitable adjustment to Contractor's compensation or time for performance, or both, for such Work. If Owner determines that the conditions at the site are not materially different from those indicated in the Contract Documents or not of an unusual nature or should have been discovered by Contractor as part of its investigative services, and that no change in the terms of the Agreement is justified, Owner shall so notify Contractor in writing, stating its reasons. Claims by Contractor in opposition to such determination by Owner must be made within seven (7) calendar days after Contractor's receipt of Owner's written determination notice. If Owner and Contractor cannot agree on an adjustment to Contractor's cost or time of performance, the dispute resolution procedure set forth in the Contract Documents shall be complied with by the parties.I GC-CA-I-2 3. SCHEDULE. 3.1 The Contractor, within ten (10) calendar days after receipt of the Notice of Award, shall prepare and submit to Project Manager, for their review and approval, a progress schedule for the Project (herein "Progress Schedule"). The Progress Schedule shall relate to all Work required by the Contract Documents, and shall utilize the Critical Path method of scheduling and shall provide for expeditious and practicable execution of the Work within the Contract Time. The Progress Schedule shall indicate the dates for starting and completing the various stages of the Work. 3.2 The Progress Schedule shall be updated monthly by the Contractor. All monthly updates to the Progress Schedule shall be subject to the Project Manager's review and approval. Contractor shall submit the updates to the Progress Schedule with its monthly Applications for Payment noted below. The Project Manager's review and approval of the submitted Progress Schedule updates shall be a condition precedent to the Owner's obligation to pay Contractor. 3.3 All work under this Agreement shall be performed in accordance with the requirements of all Collier County Noise Ordinances then in effect. Unless otherwise specified, work will generally be limited to the hours of 7:00 a.m. to 5:00 p.m., Monday through Friday. No work shall be performed outside the specified hours without the prior approval of the Project Manager. 4. PROGRESS PAYMENTS. 4.1 Prior to submitting its first monthly Application for Payment, Contractor shall submit to Project Manager, for their review and approval, a schedule of values based upon the Contract Price, listing the major elements of the Work and the dollar value for each element. After its approval by the Project Manager, this schedule of values shall be used as the basis for the Contractor's monthly Applications for Payment. This schedule shall be updated and submitted each month along with a completed copy of the Application for Payment form signed by the Contractor's authorized representative and attached to the Agreement as Exhibit D. 4.2 Prior to submitting its first monthly Application for Payment, Contractor shall provide to the Project Manager the list of its Subcontractors and materialmen submitted with its Bid showing the work and materials involved and the dollar amount of each subcontract and purchase order. Contractor acknowledges and agrees that any modifications to the list of Subcontractors submitted with Contractor's Bid and any subsequently identified Subcontractors are subject to Owner's prior written approval. The first Application for Payment shall be submitted no earlier than thirty (30) days after the Commencement Date. Notwithstanding anything herein to the contrary, if approved by Owner in its sole discretion, Contractor may submit its invoice for any required Payment and Performance Bonds prior to the first Application of Payment provided that Contractor has furnished Owner certified copies of the receipts evidencing the premium paid by Contractor for the bonds. GC-CA-I-3 4.3 Unless expressly approved by Owner in advance and in writing, said approval at Owner's sole discretion, Owner is not required to make any payment for materials or equipment that have not been incorporated into the Project. If payment is requested on the basis of materials and equipment not incorporated into the Project, but delivered and suitably stored at the site or at another location, and such payment and storage have been agreed to by Owner in writing, the Application for Payment also shall be accompanied by a bill of sale, invoice or other documentation warranting that the Owner has received the materials and equipment free and clear of all liens, charges, security interests and encumbrances, together with evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect Owner's interest therein, all of which shall be subject to the Owner's satisfaction. Thereafter, with each Application for Payment, Contractor also shall complete and submit to Owner as part of its Application for Payment, the Stored Materials Record attached hereto and made a part hereof as Exhibit D. 4.4 Contractor shall submit six (6) copies of its monthly Application for Payment to the Project Manager or his or her designee, as directed by Owner (which designee may include the Design Professional). After the date of each Application for Payment is stamped as received and within the timeframes set forth in Section 218.735 F.S., the Project Manager, or Design Professional, shall either: (1) Indicate its approval of the requested payment; (2) indicate its approval of only a portion of the requested payment, stating in writing its reasons therefore; or (3) return the Application for Payment to the Contractor indicating, in writing, the reason for refusing to approve payment. Payments of proper invoices in the amounts approved shall be processed and paid in accordance with Section 218.735, F.S. and the administrative procedures established by the County's Purchasing Department and the Clerk of Court's Finance Department respectively. In the event of a total denial by Owner and return of the Application for Payment by the Project Manager, the Contractor may make the necessary corrections and re-submit the Application for Payment. The Owner shall, within ten (10) business days after the Application for Payment is stamped and received and after Project Manager approval of an Application for Payment, pay the Contractor the amounts so approved. 4.5 Owner shall retain ten percent (10%) of the gross amount of each monthly payment request or ten percent (10%) of the portion thereof approved by the Project Manager for payment, whichever is less. Such sum shall be accumulated and not released to Contractor until final payment is due unless otherwise agreed to by the Owner in accordance with Florida Statute 255.078. The Project Manager shall have the discretion to establish, in writing, a schedule to periodically reduce the percentage of cumulative retainage held through out the course of the Project schedule. Owner shall reduce the amount of the retainage withheld on each payment request subsequent to fifty percent (50%) completion subject to the guidelines set forth in Florida Statute 255.078 and as set forth in the Owner's Purchasing Policy. 4.6 Monthly payments to Contractor shall in no way imply approval or acceptance of Contractor's Work. GC-CA-I-4 4.7 Each Application for Payment, subsequent to the first pay application, shall be accompanied by a Release and Affidavit, in the form attached as Exhibit C, acknowledging Contractor's receipt of payment in full for all materials, labor, equipment and other bills that are then due and payable by Owner with respect to the current Application for Payment. Further, to the extent directed by Owner and in Owner's sole discretion, Contractor shall also submit a Release and Affidavit from each Subcontractor, sub-subcontractor, or supplier in the form attached as Exhibit C acknowledging that each Subcontractor, sub-subcontractor or supplier has been paid in full through the previous month's Application for Payment. The Owner shall not be required to make payment until and unless these affidavits are furnished by Contractor. 4.8 Contractor agrees and understands that funding limitations exist and that the expenditure of funds must be spread over the duration of the Project at regular intervals based on the Contract Amount and Progress Schedule. Accordingly, prior to submitting its first monthly Application for Payment, Contractor shall prepare and submit for Project Manager's review and approval, a detailed Project Funding Schedule, which shall be updated as necessary and approved by Owner to reflect approved adjustments to the Contract Amount and Contract Time. No voluntary acceleration or early completion of the Work shall modify the time of payments to Contractor as set forth in the approved Project Funding Schedule. 4.9 Notwithstanding anything in the Contract Documents to the contrary, Contractor acknowledges and agrees that in the event of a dispute concerning payments for Work performed under this Agreement, Contractor shall continue to perform the Work required of it under this Agreement pending resolution of the dispute provided that Owner continues to pay Contractor all amounts that Owner does not dispute are due and payable. 5. PAYMENTS WITHHELD. 5.1 The Project Manager may decline to approve any Application for Payment, or portions thereof, because of subsequently discovered evidence or subsequent inspections that reveal non-compliance with the Contract Documents. The Project Manager may nullify the whole or any part of any approval for payment previously issued and Owner may withhold any payments otherwise due Contractor under this Agreement or any other agreement between Owner and Contractor, to such extent as may be necessary in the Owner's opinion to protect it from loss because of: (a) defective Work not remedied; (b) third party claims filed or reasonable evidence indicating probable filing of such claims; (c) failure of Contractor to make payment properly to subcontractors or for labor, materials or equipment; (d) reasonable doubt that the Work can be completed for the unpaid balance of the Contract Amount; (e) reasonable indication that the Work will not be completed within the Contract Time; (f) unsatisfactory prosecution of the Work by the Contractor; or (g) any other material breach of the Contract Documents by Contractor. 5.2 If any conditions described in 5.1. are not remedied or removed, Owner may, after three (3) days written notice, rectify the same at Contractor's expense. Provided, however, in the event of an emergency, Owner shall not be required to provide GC-CA-I-5 Contractor any written notice prior to rectifying the situation at Contractor's expense. Owner also may offset against any sums due Contractor the amount of any liquidated or non-liquidated obligations of Contractor to Owner, whether relating to or arising out of this Agreement or any other agreement between Contractor and Owner. 6. FINAL PAYMENT. 6.1 Owner shall make final payment to Contractor in accordance with Section 218.735, F.S. and the administrative procedures established by the County's Purchasing Department and the Clerk of Court's Finance Department after the Work is finally inspected and accepted by Project Manager as set forth with Section 20.1 herein, provided that Contractor first, and as an explicit condition precedent to the accrual of Contractor's right to final payment, shall have furnished Owner with a properly executed and notarized copy of the Release and Affidavit attached as Exhibit C, as well as, a duly executed copy of the Surety's consent to final payment and such other documentation that may be required by the Contract Documents and the Owner. Prior to release of final payment and final retainage, the Contractor's Representative and the Project Manager shall jointly complete the Final Payment Checklist, a representative copy of which is attached to this Agreement as Exhibit G. 6.2 Contractor's acceptance of final payment shall constitute a full waiver of any and all claims by Contractor against Owner arising out of this Agreement or otherwise relating to the Project, except those previously made in writing in accordance with the requirements of the Contract Documents and identified by Contractor as unsettled in its final Application for Payment. Neither the acceptance of the Work nor payment by Owner shall be deemed to be a waiver of Owner's right to enforce any obligations of Contractor hereunder or to the recovery of damages for defective Work not discovered by the Design Professional or Project Manager at the time of final inspection. 7. SUBMITTALS AND SUBSTITUTIONS. 7.1 Contractor shall carefully examine the Contract Documents for all requirements for approval of materials to be submitted such as shop drawings, data, test results, schedules and samples. Contractor shall submit all such materials at its own expense and in such form as required by the Contract Documents in sufficient time to prevent any delay in the delivery of such materials and the installation thereof. 7.2 Whenever materials or equipment are specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular supplier, the naming of the item is intended to establish the type, function and quality required. Unless the name is followed by words indicating that no substitution is permitted, materials or equipment of other suppliers may be accepted by Owner if sufficient information is submitted by Contractor to allow the Owner to determine that the material or equipment proposed is equivalent or equal to that named. Requests for review of substitute items of material and equipment will not be accepted by Owner from anyone other than Contractor and all such requests must be submitted by Contractor to Project Manager within thirty (30) calendar days after Notice of Award is received by Contractor, unless otherwise mutually agreed in writing by Owner and Contractor. GC-CA-I-6 7.3 If Contractor wishes to furnish or use a substitute item of material or equipment, Contractor shall make application to the Project Manager for acceptance thereof, certifying that the proposed substitute shall adequately perform the functions and achieve the results called for by the general design, be similar and of equal substance to that specified and be suited to the same use as that specified. The application shall state that the evaluation and acceptance of the proposed substitute will not prejudice Contractor's achievement of substantial completion on time, whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with Owner for the Project) to adapt the design to the proposed substitute and whether or not incorporation or use by the substitute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified will be identified in the application and available maintenance, repair and replacement service shall be indicated. The application also shall contain an itemized estimate of all costs that will result directly or indirectly from acceptance of such substitute, including costs for redesign and claims of other contractors affected by the resulting change, all of which shall be considered by the Project Manager in evaluating the proposed substitute. The Project Manager may require Contractor to furnish at Contractor's expense additional data about the proposed substitute. 7.4 If a specific means, method, technique, sequence or procedure of construction is indicated in or required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, sequence, technique or procedure of construction acceptable to the Project Manager, if Contractor submits sufficient information to allow the Project Manager to determine that the substitute proposed is equivalent to that indicated or required by the Contract Documents. The procedures for submission to and review by the Project Manager shall be the same as those provided herein for substitute materials and equipment. 7.5 The Project Manager shall be allowed a reasonable time within which to evaluate each proposed substitute and, if need be, to consult with the Design Professional. No substitute will be ordered, installed or utilized without the Project Manager's prior written acceptance which shall be evidenced by a Change Order, a Work Directive Change, a Field Order or an approved Shop Drawing. The Owner may require Contractor to furnish at Contractor's expense a special performance guarantee or other surety with respect to any substitute. The Project Manager will record time required by the Project Manager and the Project Manager's consultants in evaluating substitutions proposed by Contractor and making changes in the Contract Documents occasioned thereby. Whether or not the Owner accepts a proposed substitute, Contractor shall reimburse Owner for the charges of the Design Professional and the Design Professional's consultants for evaluating each proposed substitute. 8. DAILY REPORTS, AS-BUlL TS AND MEETINGS. 8.1 Unless waived in writing by Owner, Contractor shall complete and submit to Project Manager on a weekly basis a daily log of the Contractor's work for the preceding week in a format approved by the Project Manager. The daily log shall document all activities of Contractor at the Project site including, but not limited to, the following: GC-CA-I-7 8.1.1 Weather conditions showing the high and low temperatures during work hours, the amount of precipitation received on the Project site, and any other weather conditions which adversely affect the Work; 8.1.2 Soil conditions which adversely affect the Work; 8.1.3 The hours of operation by Contractor's and Sub-Contractor's personnel; 8.1.4 The number of Contractor's and Sub-Contractor's personnel present and working at the Project site, by subcontract and trade; 8.1.5 All equipment present at the Project site, description of equipment use and designation of time equipment was used (specifically indicating any down time); 8.1.6 Description of Work being performed at the Project site; 8.1.7 Any unusual or special occurrences at the Project site; 8.1.8 Materials received at the Project site; 8.1.9 A list of all visitors to the Project 8.1.10 Any problems that might impact either the cost or quality of the Work or the time of performance. The daily log shall not constitute nor take the place of any notice required to be given by Contractor to Owner pursuant to the Contract Documents. 8.2 Contractor shall maintain in a safe place at the Project site one record copy of the Contract Documents, including, but not limited to, all drawings, specifications, addenda, amendments, Change Orders, Work Directive Changes and Field Orders, as well as all written interpretations and clarifications issued by the Design Professional, in good order and annotated to show all changes made during construction. The annotated drawings shall be continuously updated by the Contractor throughout the prosecution of the Work to accurately reflect all field changes that are made to adapt the Work to field conditions, changes resulting from Change Orders, Work Directive Changes and Field Orders, and all concealed and buried installations of piping, conduit and utility services. All buried and concealed items, both inside and outside the Project site, shall be accurately located on the annotated drawings as to depth and in relationship to not less than two (2) permanent features (e.g. interior or exterior wall faces). The annotated drawings shall be clean and all changes, corrections and dimensions shall be given in a neat and legible manner in a contrasting color. The "As-Built" record documents, together with all approved samples and a counterpart of all approved shop drawings shall be available to the Project Manager or Design Professional for reference. Upon completion of the Work and as a condition precedent to Contractor's entitlement to final payment, these "As-Built" record documents, samples and shop drawings shall be delivered to Project Manager by Contractor for Owner. GC-CA-I-8 8.3 Contractor shall keep all records and supporting documentation which concern or relate to the Work hereunder for a minimum of five (5) years from the date of termination of this Agreement or the date the Project is completed or such longer period as may be required by law, whichever is later. Owner, or any duly authorized agents or representatives of Owner, shall have the right to audit, inspect and copy all such records and documentation as often as they deem necessary during the period of this Agreement and during the document retention period noted above; provided, however, such activity shall be conducted only during normal business hours. 9. CONTRACT TIME AND TIME EXTENSIONS. 9.1 Contractor shall diligently pursue the completion of the Work and coordinate the Work being done on the Project by its subcontractors and material-men, as well as coordinating its Work with all work of others at the Project Site, so that its Work or the work of others shall not be delayed or impaired by any act or omission by Contractor. Contractor shall be solely responsible for all construction means, methods, techniques, sequences, and procedures, as well as coordination of all portions of the Work under the Contract Documents, and the coordination of Owner's suppliers and contractors as set forth in Paragraph 12.2. herein. 9.2 Should Contractor be obstructed or delayed in the prosecution of or completion of the Work as a result of unforeseeable causes beyond the control of Contractor, and not due to its fault or neglect, including but not restricted to acts of Nature or of the public enemy, acts of government, fires, floods, epidemics, quarantine regulation, strikes or lockouts, Contractor shall notify the Owner in writing within forty-eight (48) hours after the commencement of such delay, stating the cause or causes thereof, or be deemed to have waived any right which Contractor may have had to request a time extension. 9.3 No interruption, interference, inefficiency, suspension or delay in the commencement or progress of the Work from any cause whatever, including those for which Owner may be responsible, in whole or in part, shall relieve Contractor of its duty to perform or give rise to any right to damages or additional compensation from Owner. Contractor expressly acknowledges and agrees that it shall receive no damages for delay. Contractor's sole remedy, if any, against Owner will be the right to seek an extension to the Contract Time; provided, however, the granting of any such time extension shall not be a condition precedent to the aforementioned "No Damage For Delay" provision. This paragraph shall expressly apply to claims for early completion, as well as to claims based on late completion. g,4 In no event shall any approval by Owner authorizing Contractor to continue performing Work under this Agreement or any payment issued by Owner to Contractor be deemed a waiver of any right or claim Owner may have against Contractor for delay damages hereunder. 10. CHANGES IN THE WORK. 10.1 Owner shall have the right at any time during the progress of the Work to increase or decrease the Work. Promptly after being notified of a change, Contractor GC-CA-I-9 shall submit an itemized estimate of any cost or time increases or savings it foresees as a result of the change. Except in an emergency endangering life or property, or as expressly set forth herein, no addition or changes to the Work shall be made except upon written order of Owner, and Owner shall not be liable to the Contractor for any increased compensation without such written order. No officer, employee or agent of Owner is authorized to direct any extra or changed work orally. Any alleged changes must be approved by Owner in writing prior to starting such items. Owner will not be responsible for the costs of any changes commenced without Owner's express prior written approval. Failure to obtain such prior written approval for any changes will be deemed: (i) a waiver of any claim by Contractor for such items and (ii) an admission by Contractor that such items are in fact not a change but rather are part of the Work required of Contractor hereunder. 10.2 A Change Order, in the form attached as Exhibit E to this Agreement, shall be issued and executed promptly after an agreement is reached between Contractor and Owner concerning the requested changes. Contractor shall promptly perform changes authorized by duly executed Change Orders. The Contract Amount and Contract Time shall be adjusted in the Change Order in the manner as Owner and Contractor shall mutually agree. 10.3 If Owner and Contractor are unable to agree on a Change Order for the requested change, Contractor shall, nevertheless, promptly perform the change as directed by Owner in a written Work Directive Change. In that event, the Contract Amount and Contract Time shall be adjusted as directed by Owner. If Contractor disagrees with the Owner's adjustment determination, Contractor must make a claim pursuant to Section 11 of these General Conditions or else be deemed to have waived any claim on this matter it might otherwise have had. 10.4 In the event a requested change results in an increase to the Contract Amount, the amount of the increase shall be limited to the Contractor's reasonable direct labor and material costs and reasonable actual equipment costs as a result of the change (including allowance for labor burden costs) plus a maximum ten percent (10%) markup for all overhead and profit. In the event such change Work is performed by a Subcontractor, a maximum ten percent (10%) markup for all overhead and profit for all Subcontractors' and sub-subcontractors' direct labor and material costs and actual equipment costs shall be permitted, with a maximum five percent (5%) markup thereon by the Contractor for all of its overhead and profit, for a total maximum markup of fifteen percent (15%). All compensation due Contractor and any Subcontractor or sub-subcontractor for field and home office overhead is included in the markups noted above. Contractor's and Sub-Contractor's bond costs associated with any change order shall be included in the overhead and profit expenses and shall not be paid as a separate line item. 10.5 Owner shall have the right to conduct an audit of Contractor's books and records to verify the accuracy of the Contractor's claim with respect to Contractor's costs associated with any Change Order or Work Directive Change. GC-CA-I-10 ..,.--.~.~.__. ...___....__....__,.'.__....._"____,_"'__~..d~"._.'..~ 10.6 The Project Manager shall have authority to order minor changes in the Work not involving an adjustment to the Contract Amount or an extension to the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes may be effected by Field Order or by other written order. Such changes shall be binding on the Contractor. 10.7 Any modifications to this Contract shall be in compliance with the County Purchasing Policy and Administrative Procedures in effect at the time such modifications are authorized. 11. CLAIMS AND DISPUTES. 11.1 Claim is a demand or assertion by one of the parties seeking an adjustment or interpretation of the terms of the Contract Documents, payment of money, extension of time or other relief with respect to the terms of the Contract Documents. The term "Claim" also includes other disputes and matters in question between Owner and Contractor arising out of or relating to the Contract Documents. The responsibility to substantiate a Claim shall rest with the party making the Claim. 11.2 Claims by the Contractor shall be made in writing to the Project Manager within forty-eight (48) hours from when the Contractor knew or should have known of the event giving rise to such Claim or else the Contractor shall be deemed to have waived the Claim. Written supporting data shall be submitted to the Project Manager within fifteen (15) calendar days after the occurrence of the event, unless the Owner grants additional time in writing, or else the Contractor shall be deemed to have waived the Claim. All Claims shall be priced in accordance with the provisions of Subsection 10.4. 11.3 The Contractor shall proceed diligently with its performance as directed by the Owner, regardless of any pending Claim, action, suit or administrative proceeding, unless otherwise agreed to by the Owner in writing. Owner shall continue to make payments in accordance with the Contract Documents during the pendency of any Claim. 12. OTHER WORK. 12.1 Owner may perform other work related to the Project at the site by Owner's own forces, have other work performed by utility owners or let other direct contracts. If the fact that such other work is to be performed is not noted in the Contract Documents, written notice thereof will be given to Contractor prior to starting any such other work. If Contractor believes that such performance will involve additional expense to Contractor or require additional time, Contractor shall send written notice of that fact to Owner and Design Professional within forty-eight (48) hours of being notified of the other work. If the Contractor fails to send the above required forty-eight (48) hour notice, the Contractor will be deemed to have waived any rights it otherwise may have had to seek an extension to the Contract Time or adjustment to the Contract Amount. 12.2 Contractor shall afford each utility owner and other contractor who is a party to such a direct contract (or Owner, if Owner is performing the additional work with Owner's employees) proper and safe access to the site and a reasonable opportunity GC-CA-I-11 for the introduction and storage of materials and equipment and the execution of such work and shall properly connect and coordinate its Work with theirs. Contractor shall do all cutting, fitting and patching of the Work that may be required to make its several parts come together properly and integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of the Project Manager and the others whose work will be affected. The duties and responsibilities of Contractor under this paragraph are for the benefit of such utility owners and other Contractors to the extent that there are comparable provisions for the benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors. 12.3 If any part of Contractor's Work depends for proper execution or results upon the work of any other contractor or utility owner (or Owner), Contractor shall inspect and promptly report to Project Manager in writing any delays, defects or deficiencies in such work that render it unavailable or unsuitable for such proper execution and results. Contractor's failure to report will constitute an acceptance of the other work as fit and proper for integration with Contractor's Work. 13. INDEMNIFICATION AND INSURANCE. 13.1 To the maximum extent permitted by Florida law, Contractor shall indemnify and hold harmless Owner and its officers and employees from any and all liabilities, claims, damages, penalties, demands, judgments, actions, proceedings, losses or costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, whether resulting from any claimed breach of this Agreement by Contractor or from personal injury, property damage, direct or consequential damages, or economic loss, to the extent caused by the negligence, recklessness, or intentional wrongful misconduct of Contractor or anyone employed or utilized by the Contractor in the performance of this Agreement. 13.2 The duty to defend under this Article 13 is independent and separate from the duty to indemnify, and the duty to defend exists regardless of any ultimate liability of the Contractor, Owner and any indemnified party. The duty to defend arises immediately upon presentation of a claim by any party and written notice of such claim being provided to Contractor. Contractor's obligation to indemnify and defend under this Article 13 will survive the expiration or earlier termination of this Agreement until it is determined by final judgment that an action against the Owner or an indemnified party for the matter indemnified hereunder is fully and finally barred by the applicable statute of limitations. 13.3 Contractor shall obtain and carry, at all times during its performance under the Contract Documents, insurance of the types and in the amounts set forth in Exhibit B to the Agreement. Further, the Contractor shall at all times comply with all of the terms, conditions, requirements and obligations set forth under Exhibit B. 14. COMPLIANCE WITH LAWS. 14.1 Contractor agrees to comply, at its own expense, with all federal, state and local laws, codes, statutes, ordinances, rules, regulations and requirements applicable to the GC-CA-I-12 Project, including but not limited to those dealing with taxation, worker's compensation, equal employment and safety (including, but not limited to, the Trench Safety Act, Chapter 553, Florida Statutes). If Contractor observes that the Contract Documents are at variance therewith, it shall promptly notify Project Manager in writing. To the extent any law, rule, regulation, code, statute, or ordinance requires the inclusion of certain terms in this Agreement in order for this Agreement to be enforceable, such terms shall be deemed included in this Agreement. Notwithstanding anything in the Contract Documents to the contrary, it is understood and agreed that in the event of a change in any applicable laws, ordinances, rules or regulations subsequent to the date this Agreement was executed that increases the Contractor's time or cost of performance of the Work, Contractor is entitled to a Change Order for such increases, except to the extent Contractor knew or should have known of such changes prior to the date of this Agreement. 14.2 By executing and entering into this agreement, the Contractor is formally acknowledging without exception or stipulation that it is fully responsible for complying with the provisions of the Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et seQ. and regulations relating thereto, as either may be amended. Failure by the Contractor to comply with the laws referenced herein shall constitute a breach of this agreement and the County shall have the discretion to unilaterally terminate this agreement immediately. 15. CLEANUP AND PROTECTIONS. 15.1 Contractor agrees to keep the Project site clean at all times of debris, rubbish and waste materials arising out of the Work. At the completion of the Work, Contractor shall remove all debris, rubbish and waste materials from and about the Project site, as well as all tools, appliances, construction equipment and machinery and surplus materials, and shall leave the Project site clean and ready for occupancy by Owner. 15.2 Any existing surface or subsurface improvements, including, but not limited to, pavements, curbs, sidewalks, pipes, utilities, footings, structures, trees and shrubbery, not indicated in the Contract Documents to be removed or altered, shall be protected by Contractor from damage during the prosecution of the Work. Subject to the Section 2.3 above, any such improvements so damaged shall be restored by Contractor to the condition equal to that existing at the time of Contractor's commencement of the Work. 16. ASSIGNMENT. 16.1 Contractor shall not assign this Agreement or any part thereof, without the prior consent in writing of Owner. Any attempt to assign or otherwise transfer this Agreement, or any part herein, without the Owner's consent, shall be void. If Contractor does, with approval, assign this Agreement or any part thereof, it shall require that its assignee be bound to it and to assume toward Contractor all of the obligations and responsibilities that Contractor has assumed toward Owner. 17. PERMITS, LICENSES AND TAXES. 17.1 Pursuant to Section 218.80, F.S., Owner will pay for all Collier County permits and fees, including license fees, permit fees, impact fees or inspection fees applicable GC-CA-I-13 to the Work through an internal budget transfer(s). Contractor is not responsible for paying for permits issued by Collier County, but Contractor is responsible for acquiring all permits. Owner may require the Contractor to deliver internal budget transfer documents to applicable Collier County agencies when the Contractor is acquiring permits. 17.2 All permits, fees and licenses necessary for the prosecution of the Work which are not issued by Collier County shall be acquired and paid for by the Contractor. 17.3 Contractor shall pay all sales, consumer, use and other similar taxes associated with the Work or portions thereof, which are applicable during the performance of the Work. 18. TERMINATION FOR DEFAULT. 18.1 Contractor shall be considered in material default of the Agreement and such default shall be considered cause for Owner to terminate the Agreement, in whole or in part, as further set forth in this Section, if Contractor: (1) fails to begin the Work under the Contract Documents within the time specified herein; or (2) fails to properly and timely perform the Work as directed by the Project Manager or as provided for in the approved Progress Schedule; or (3) performs the Work unsuitably or neglects or refuses to remove materials or to correct or replace such Work as may be rejected as unacceptable or unsuitable; or (4) discontinues the prosecution of the Work; or (5) fails to resume Work which has been suspended within a reasonable time after being notified to do so; or (6) becomes insolvent or is declared bankrupt, or commits any act of bankruptcy; or (7) allows any final judgment to stand against it unsatisfied for more than ten (10) days; or (8) makes an assignment for the benefit of creditors; or (g) fails to obey any applicable codes, laws, ordinances, rules or regulations with respect to the Work; or (10) materially breaches any other provision of the Contract Documents. 18.2 Owner shall notify Contractor in writing of Contractor's default(s). If Owner determines that Contractor has not remedied and cured the default(s) within seven (7) calendar days following receipt by Contractor of said written notice or such longer period of time as may be consented to by Owner in writing and in its sole discretion, then Owner, at its option, without releasing or waiving its rights and remedies against the Contractor's sureties and without prejudice to any other right or remedy it may be entitled to hereunder or by law, may terminate Contractor's right to proceed under the Agreement, in whole or in part, and take possession of all or any portion of the Work and any materials, tools, equipment, and appliances of Contractor, take assignments of any of Contractor's subcontracts and purchase orders, and complete all or any portion of Contractor's Work by whatever means, method or agency which Owner, in its sole discretion, may choose. 18.3 If Owner deems any of the foregoing remedies necessary, Contractor agrees that it shall not be entitled to receive any further payments hereunder until after the Project is completed. All moneys expended and all of the costs, losses, damages and extra expenses, including all management, administrative and other overhead and other direct and indirect expenses (including Design Professional and attorneys' fees) or damages incurred by Owner incident to such completion, shall be deducted from the GC-CA-I-14 Contract Amount, and if such expenditures exceed the unpaid balance of the Contract Amount, Contractor agrees to pay promptly to Owner on demand the full amount of such excess, including costs of collection, attorneys' fees (including appeals) and interest thereon at the maximum legal rate of interest until paid. If the unpaid balance of the Contract Amount exceeds all such costs, expenditures and damages incurred by the Owner to complete the Work, such excess shall be paid to the Contractor. The amount to be paid to the Contractor or Owner, as the case may be, shall be approved by the Project Manager, upon application, and this obligation for payment shall survive termination of the Agreement. 18.4 The liability of Contractor hereunder shall extend to and include the full amount of any and all sums paid, expenses and losses incurred, damages sustained, and obligations assumed by Owner in good faith under the belief that such payments or assumptions were necessary or required, in completing the Work and providing labor, materials, equipment, supplies, and other items therefore or re-Ietting the Work, and in settlement, discharge or compromise of any claims, demands, suits, and judgments pertaining to or arising out of the Work hereunder. 18.5 If, after notice of termination of Contractor's right to proceed pursuant to this Section, it is determined for any reason that Contractor was not in default, or that its default was excusable, or that Owner is not entitled to the remedies against Contractor provided herein, then the termination will be deemed a termination for convenience and Contractor's remedies against Owner shall be the same as and limited to those afforded Contractor under Section 19 below. 18.6 In the event (i) Owner fails to make any undisputed payment to Contractor within thirty (30) days after such payment is due or Owner otherwise persistently fails to fulfill some material obligation owed by Owner to Contractor under this Agreement, and (ii) Owner has failed to cure such default within fourteen (14) days of receiving written notice of same from Contractor, then Contractor may stop its performance under this Agreement until such default is cured, after giving Owner a second fourteen (14) days written notice of Contractor's intention to stop performance under the Agreement. If the Work is so stopped for a period of one hundred and twenty (120) consecutive days through no act or fault of the Contractor or its Subcontractors or their agents or employees or any other persons performing portions of the Work under contract with the Contractor or any Subcontractor, the Contractor may terminate this Agreement by giving written notice to Owner of Contractor's intent to terminate this Agreement. If Owner does not cure its default within fourteen (14) days after receipt of Contractor's written notice, Contractor may, upon fourteen (14) additional days' written notice to the Owner, terminate the Agreement and recover from the Owner payment for Work performed through the termination date, but in no event shall Contractor be entitled to payment for Work not performed or any other damages from Owner. 19. TERMINATION FOR CONVENIENCE AND RIGHT OF SUSPENSION. 19.1 Owner shall have the right to terminate this Agreement without cause upon seven (7) calendar days written notice to Contractor. In the event of such termination for convenience, Contractor's recovery against Owner shall be limited to that portion of GC-CA-I-15 the Contract Amount earned through the date of termination, together with any retainage withheld and reasonable termination expenses incurred, but Contractor shall not be entitled to any other or further recovery against Owner, including, but not limited to, damages or any anticipated profit on portions of the Work not performed. 19.2 Owner shall have the right to suspend all or any portions of the Work upon giving Contractor not less than two (2) calendar days' prior written notice of such suspension. If all or any portion of the Work is so suspended, Contractor's sole and exclusive remedy shall be to seek an extension of time to its schedule in accordance with the procedures set forth in the Contract Documents. In no event shall the Contractor be entitled to any additional compensation or damages. Provided, however, if the ordered suspension exceeds six (6) months, the Contractor shall have the right to terminate the Agreement with respect to that portion of the Work which is subject to the ordered suspension. 20. COMPLETION. 20.1 When the entire Work (or any portion thereof designated in writing by Owner) is ready for its intended use, Contractor shall notify Project Manager in writing that the entire Work (or such designated portion) is substantially complete. Within a reasonable time thereafter, Owner, Contractor and Design Professional shall make an inspection of the Work (or designated portion thereof) to determine the status of completion. If Owner, after conferring with the Design Professional, does not consider the Work (or designated portion) substantially complete, Project Manager shall notify Contractor in writing giving the reasons therefore. If Owner, after conferring with the Design Professional, considers the Work (or designated portion) substantially complete, Project Manager shall prepare and deliver to Contractor a Certificate of Substantial Completion which shall fix the date of Substantial Completion for the entire Work (or designated portion thereof) and include a tentative punch-list of items to be completed or corrected by Contractor before final payment. Owner shall have the right to exclude Contractor from the Work and Project site (or designated portion thereof) after the date of Substantial Completion, but Owner shall allow Contractor reasonable access to complete or correct items on the tentative punch-list. 20.2 Upon receipt of written certification by Contractor that the Work is completed in accordance with the Contract Documents and is ready for final inspection and acceptance, Project Manager and Design Professional will make such inspection and, if they find the Work acceptable and fully performed under the Contract Documents shall promptly issue a final Certificate for Payment, recommending that, on the basis of their observations and inspections, and the Contractor's certification that the Work has been completed in accordance with the terms and conditions of the Contract Documents, that the entire balance found to be due Contractor is due and payable. Neither the final payment nor the retainage shall become due and payable until Contractor submits: (1) Receipt of Contractor's Final Application for Payment. (2) The Release and Affidavit in the form attached as Exhibit C. (3) Consent of surety to final payment. (4) Receipt of the final payment check list. GC-CA-I-16 (5) If required by Owner, other data establishing payment or satisfaction of all obligations, such as receipts, releases and waivers of liens, arising out of the Contract Documents, to the extent and in such form as may be designated by Owner. Owner reserves the right to inspect the Work and make an independent determination as to the Work's acceptability, even though the Design Professional may have issued its recommendations. Unless and until the Owner is completely satisfied, neither the final payment nor the retainage shall become due and payable. 21. WARRANTY. 21.1 Contractor shall obtain and assign to Owner all express warranties given to Contractor or any subcontractors by any subcontractor or materialmen supplying materials, equipment or fixtures to be incorporated into the Project. Contractor warrants to Owner that any materials and equipment furnished under the Contract Documents shall be new unless otherwise specified, and that all Work shall be of good quality, free from all defects and in conformance with the Contract Documents. Contractor further warrants to Owner that all materials and equipment furnished under the Contract Documents shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with the instructions of the applicable manufacturers, fabricators, suppliers or processors except as otherwise provided for in the Contract Documents. If, within one (1) year after Substantial Completion, any Work is found to be defective or not in conformance with the Contract Documents, Contractor shall correct it promptly after receipt of written notice from Owner. Contractor shall also be responsible for and pay for replacement or repair of adjacent materials or Work which may be damaged as a result of such replacement or repair. Further, in the event of an emergency, Owner may commence to correct any defective Work, without prior notice to Contractor, at Contractor's expense. These warranties are in addition to those implied warranties to which Owner is entitled as a matter of law. 21.2 No later than 30 days prior to expiration of the warranty, the Project Manager, or another representative of the Owner, shall conduct an inspection of the warranted work to verify compliance with the requirements of the Agreement. The Contractor's Representative shall be present at the time of inspection and shall take remedial actions to correct any deficiencies noted in the inspection. Failure of the Contractor to correct the cited deficiencies shall be grounds for the Owner to disqualify the Contractor from future bid opportunities with the Owner, in addition to any other rights and remedies available to Owner. 22. TESTS AND INSPECTIONS. 22.1 Owner, Design Professional, their respective representatives, agents and employees, and governmental agencies with jurisdiction over the Project shall have access at all times to the Work, whether the Work is being performed on or off of the Project site, for their observation, inspection and testing. Contractor shall provide proper, safe conditions for such access. Contractor shall provide Project Manager with timely notice of readiness of the Work for all required inspections, tests or approvals. GC-CA-I-17 22.2 If the Contract Documents or any codes, laws, ordinances, rules or regulations of any public authority having jurisdiction over the Project requires any portion of the Work to be specifically inspected, tested or approved, Contractor shall assume full responsibility therefore, pay all costs in connection therewith and furnish Project Manager the required certificates of inspection, testing or approval. All inspections, tests or approvals shall be performed in a manner and by organizations acceptable to the Project Manager. 22.3 Contractor is responsible, without reimbursement from Owner, for re-inspection fees and costs; to the extent such re-inspections are due to the fault or neglect of Contractor. 22.4 If any Work that is to be inspected, tested or approved is covered without written concurrence from the Project Manager, such work must, if requested by Project Manager, be uncovered for observation. Such uncovering shall be at Contractor's expense unless Contractor has given Project Manager timely notice of Contractor's intention to cover the same and Project Manager has not acted with reasonable promptness to respond to such notice. If any Work is covered contrary to written directions from Project Manager, such Work must, if requested by Project Manager, be uncovered for Project Manager's observation and be replaced at Contractor's sole expense. 22.5 The Owner shall charge to Contractor and may deduct from any payments due Contractor all engineering and inspection expenses incurred by Owner in connection with any overtime work. Such overtime work consisting of any work during the construction period beyond the regular eight (8) hour day and for any work performed on Saturday, Sunday or holidays. 22.6 Neither observations nor other actions by the Project Manager or Design Professional nor inspections, tests or approvals by others shall relieve Contractor from Contractor's obligations to perform the Work in accordance with the Contract Documents. 23. DEFECTIVE WORK. 23.1 Work not conforming to the requirements of the Contract Documents or any warranties made or assigned by Contractor to Owner shall be deemed defective Work. If required by Project Manager, Contractor shall as directed, either correct all defective Work, whether or not fabricated, installed or completed, or if the defective Work has been rejected by Project Manager, remove it from the site and replace it with non- defective Work. Contractor shall bear all direct, indirect and consequential costs of such correction or removal (including, but not limited to fees and charges of engineers, architects, attorneys and other professionals) made necessary thereby, and shall hold Owner harmless for same. 23.2 If the Project Manager considers it necessary or advisable that covered Work be observed by Design Professional or inspected or tested by others and such Work is not otherwise required to be inspected or tested, Contractor, at Project Manager's request, GC-CA-I-18 shall uncover, expose or otherwise make available for observation, inspection or tests as Project Manager may require, that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is found that such Work is defective, Contractor shall bear all direct, indirect and consequential costs of such uncovering, exposure, observation, inspection and testing and of satisfactory reconstruction (including, but not limited to, fees and charges of engineers, architects, attorneys and other professionals), and Owner shall be entitled to an appropriate decrease in the Contract Amount. If, however, such Work is not found to be defective, Contractor shall be allowed an increase in the Contract Amount and/or an extension to the Contract Time, directly attributable to such uncovering, exposure, observation, inspection, testing and reconstruction. 23.3 If any portion of the Work is defective, or if Contractor fails to supply sufficient skilled workers, suitable materials or equipment or fails to finish or perform the Work in such a way that the completed Work will conform to the Contract Documents, Project Manager may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated. The right of Project Manager to stop the Work shall be exercised, if at all, solely for Owner's benefit and nothing herein shall be construed as obligating the Project Manager to exercise this right for the benefit of Design Engineer, Contractor, or any other person. 23.4 Should the Owner determine, at its sole opinion, it is in the Owner's best interest to accept defective Work, the Owner may do so. Contractor shall bear all direct, indirect and consequential costs attributable to the Owner's evaluation of and determination to accept defective Work. If such determination is rendered prior to final payment, a Change Order shall be executed evidencing such acceptance of such defective Work, incorporating the necessary revisions in the Contract Documents and reflecting an appropriate decrease in the Contract Amount. If the Owner accepts such defective Work after final payment, Contractor shall promptly pay Owner an appropriate amount to adequately compensate Owner for its acceptance of the defective Work. 23.5 If Contractor fails, within a reasonable time after the written notice from Project Manager, to correct defective Work or to remove and replace rejected defective Work as required by Project Manager or Owner, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any of the provisions of the Contract Documents, Owner may, after seven (7) days written notice to Contractor, correct and remedy any such deficiency. Provided, however, Owner shall not be required to give notice to Contractor in the event of an emergency. To the extent necessary to complete corrective and remedial action, Owner may exclude Contractor from any or all of the Project site, take possession of all or any part of the Work, and suspend Contractor's services related thereto, take possession of Contractor's tools, appliances, construction equipment and machinery at the Project site and incorporate in the Work all materials and equipment stored at the Project site or for which Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Design Professional and their respective representatives, agents, and employees such access to the Project site as may be necessary to enable Owner to exercise the rights and remedies under this paragraph. All direct, indirect and consequential costs of Owner in exercising such rights and remedies shall be charged GC-CA-I-19 against Contractor, and a Change Order shall be issued, incorporating the necessary revisions to the Contract Documents, including an appropriate decrease to the Contract Amount. Such direct, indirect and consequential costs shall include, but not be limited to, fees and charges of engineers, architects, attorneys and other professionals, all court costs and all costs of repair and replacement of work of others destroyed or damaged by correction, removal or replacement of Contractor's defective Work. Contractor shall not be allowed an extension of the Contract Time because of any delay in performance of the Work attributable to the exercise by Owner of Owner's rights and remedies hereunder. 24. SUPERVISION AND SUPERINTENDENTS. 24.1 Contractor shall plan, organize, supervise, schedule, monitor, direct and control the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be responsible to see that the finished Work complies accurately with the Contract Documents. Contractor shall keep on the Work at all times during its progress a competent resident superintendent, who shall be subject to Owner's approval and not be replaced without prior written notice to Project Manager except under extraordinary circumstances. The superintendent shall be employed by the Contractor and be the Contractor's representative at the Project site and shall have authority to act on behalf of Contractor. All communications given to the superintendent shall be as binding as if given to the Contractor. Owner shall have the right to direct Contractor to remove and replace its Project superintendent, with or without cause. Attached to the Agreement as Exhibit N is a list identifying Contractor's Project Superintendent and all of Contractor's key personnel who are assigned to the Project; such identified personnel shall not be removed without Owner's prior written approval, and if so removed must be immediately replaced with a person acceptable to Owner. 24.2 Contractor shall have a competent superintendent on the project at all times whenever contractor's work crews, or work crews of other parties authorized by the Project Manager are engaged in any activity whatsoever associated with the Project. Should the Contractor fail to comply with the above condition, the Project Manager shall, at his discretion, deduct from the Contractor's monthly pay estimate, sufficient moneys to account for the Owner's loss of adequate project supervision, not as a penalty, but as liquidated damages, separate from the liquidated damages described in Section 5.B, for services not rendered. 25. PROTECTION OF WORK. 25.1 Contractor shall fully protect the Work from loss or damage and shall bear the cost of any such loss or damage until final payment has been made. If Contractor or anyone for whom Contractor is legally liable for is responsible for any loss or damage to the Work, or other work or materials of Owner or Owner's separate contractors, Contractor shall be charged with the same, and any moneys necessary to replace such loss or damage shall be deducted from any amounts due Contractor. GC-CA-I-20 25.2 Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 25.3 Contractor shall not disturb any benchmark established by the Owner or Design Professional with respect to the Project. If Contractor, or its subcontractors, agents or anyone for whom Contractor is legally liable, disturbs the Owner or Design Professional's benchmarks, Contractor shall immediately notify Project Manager and Design Professional. The Owner or Design Professional shall re-establish the benchmarks and Contractor shall be liable for all costs incurred by Owner associated therewith. 26. EMERGENCIES. 26.1 In the event of an emergency affecting the safety or protection of persons or the Work or property at the Project site or adjacent thereto, Contractor, without special instruction or authorization from Owner or Design Professional is obligated to act to prevent threatened damage, injury or loss. Contractor shall give Project Manager written notice within forty-eight (48) hours after Contractor knew or should have known of the occurrence of the emergency, if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If the Project Manager determines that a change in the Contract Documents is required because of the action taken in response to an emergency, a Change Order shall be issued to document the consequences of the changes or variations. If Contractor fails to provide the forty-eight (48) hour written notice noted above, the Contractor shall be deemed to have waived any right it otherwise may have had to seek an adjustment to the Contract Amount or an extension to the Contract Time. 27. USE OF PREMISES. 27.1 Contractor shall maintain all construction equipment, the storage of materials and equipment and the operations of workers to the Project site and land and areas identified in and permitted by the Contract Documents and other lands and areas permitted by law, rights of way, permits and easements, and shall not unreasonably encumber the Project site with construction equipment or other material or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or any land or areas contiguous thereto, resulting from the performance of the Work. 28. SAFETY. 28.1 Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: GC-CA-I-21 28.1.1 All employees on or about the project site and other persons and/or organizations who may be affected thereby; 28.1.2 All the Work and materials and equipment to be incorporated therein, whether in storage on or off the Project site; and 28.1.3 Other property on Project site or adjacent thereto, including trees, shrubs, walks, pavements, roadways, structures, utilities and any underground structures or improvements not designated for removal, relocation or replacement in the Contract Documents. 28.2 Contractor shall comply with all applicable codes, laws, ordinances, rules and regulations of any public body having jurisdiction for the safety of persons or property or to protect them from damage, injury or loss. Contractor shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of underground structures and improvements and utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation or replacement of their property. Contractor's duties and responsibilities for the safety and protection of the Work shall continue until such time as the Work is completed and final acceptance of same by Owner has occurred. 28.3. Contractor shall designate a responsible representative located on a full time basis at the Project site whose duty shall be the prevention of accidents. This person shall be Contractor's superintendent unless otherwise designated in writing by Contractor to Owner. 28.4 Alcohol, drugs and all illegal substances are strictly prohibited on any Owner property. All employees of Contractor, as well as those of all subcontractors and those of any other person or entity for whom Contractor is legally liable (collectively referred to herein as "Employees"), shall not possess or be under the influence of any such substances while on any Owner property. Further, Employees shall not bring on to any Owner property any gun, rifle or other firearm, or explosives of any kind. 28.5 Contractor acknowledges that the Work may be progressing on a Project site which is located upon or adjacent to an existing Owner facility. In such event, Contractor shall comply with the following: 28.5.1 All Owner facilities are smoke free. Smoking is strictly prohibited; 28.5.2 All Employees shall be provided an identification badge by Contractor. Such identification badge must be prominently displayed on the outside of the Employees' clothing at all times. All Employees working at the Project site must log in and out with the Contractor each day; 28.5.3 Contractor shall strictly limit its operations to the designated work areas and shall not permit any Employees to enter any other portions of Owner's property without Owner's expressed prior written consent; GC-CA-I-22 28.5.4 All Employees are prohibited from distributing any papers or other materials upon Owner's property, and are strictly prohibited from using any of Owner's telephones or other office equipment; 28.5.5 All Employees shall at all times comply with the OSHA regulations with respect to dress and conduct at the Project site. Further, all Employees shall comply with the dress, conduct and facility regulations issued by Owner's officials onsite, as said regulations may be changed from time to time; 28.5.6 All Employees shall enter and leave Owner's facilities only through the ingress and egress points identified in the site utilization plan approved by Owner or as otherwise designated, from time to time, by Owner in writing; 28.5.7 When requested, Contractor shall cooperate with any ongoing Owner investigation involving personal injury, economic loss or damage to Owner's facilities or personal property therein; 28.5.8 The Employees may not solicit, distribute or sell products while on Owner's property. Friends, family members or other visitors of the Employees are not permitted on Owner's property; and 28.5.9 At all times, Contractor shall adhere to Owner's safety and security regulations, and shall comply with all security requirements at Owner's facilities, as said regulations and requirements may be modified or changed by Owner from time to time. 29. PROJECT MEETINGS. Prior to the commencement of Work, the Contractor shall attend a pre-construction conference with the Project Manager, Design Professional and others as appropriate to discuss the Progress Schedule, procedures for handling shop drawings and other submittals, and for processing Applications for Payment, and to establish a working understanding among the parties as to the Work. During the prosecution of the Work, the Contractor shall attend any and all meetings convened by the Project Manager with respect to the Project, when directed to do so by Project Manager or Design Professional. The Contractor shall have its subcontractors and suppliers attend all such meetings (including the pre-construction conference) as may be directed by the Project Manager. 30. VENDOR PERFORMANCE EVALUATION Owner has implemented a Vendor Performance Evaluation System for all contracts awarded in excess of $25,000. To this end, vendors will be evaluated on their performance upon completion/termination of this Agreement. 31. MAINTENANCE OF TRAFFIC POLICY For all projects that are conducted within a Collier County Right-of-Way, the Contractor shall provide and erect Traffic Control Devices as prescribed in the current edition of the GC-CA-I-23 Manual On Uniform Traffic Control Devices (MUTCD), where applicable on local roadways and as prescribed in the Florida Department of Transportations Design Standards (DS), where applicable on state roadways. These projects shall also comply with Collier County's Maintenance of Traffic Policy, #5807, incorporated herein by reference. Copies are available through Risk Management and/or Purchasing Departments and available on-line at colliergov.net/purchasing. The Contractor will be responsible for obtaining copies of all required manuals, MUTCD, FDOT Roadway & Traffic Design Standards Indexes, or other related documents, so to become familiar with their requirements. Strict adherence to the requirements of the Maintenance of Traffic ("MOT") policy will be enforced under this Contract. All costs associated with the Maintenance of Traffic shall be included on the line item on the bid page. If MOT is required, MOT is to be provided within ten (10) days of receipt of Notice of Award. 32. SALES TAX SAVINGS AND DIRECT PURCHASE 32.1 Contractor shall pay all sales, consumer, use and other similar taxes associated with the Work or portions thereof, which are applicable during the performance of the Work. No markup shall be applied to sales tax. Additionally, as directed by Owner and at no additional cost to Owner, Contractor shall comply with and fully implement the sales tax savings program with respect to the Work, as set forth in section 32.2 below: 32.2 Notwithstanding anything herein to the contrary, because Owner is exempt from sales tax and may wish to generate sales tax savings for the Project, Owner reserves the right to make direct purchases of various construction materials and equipment included in the Work ("Direct Purchase"). Contractor shall prepare purchase orders to vendors selected by Contractor, for execution by Owner, on forms provided by Owner. Contractor shall allow two weeks for execution of all such purchase orders by Owner. Contractor represents and warrants that it will use its best efforts to cooperate with Owner in implementing this sales tax savings program in order to maximize cost savings for the Project. Adjustments to the Contract Amount will be made by appropriate Change Orders for the amounts of each Owner Direct Purchase, plus the saved sales taxes. A Change Order shall be processed promptly after each Direct Purchase, or group of similar or related Direct Purchases, unless otherwise mutually agreed upon between Owner and Contractor. With respect to all Direct Purchases by Owner, Contractor shall remain responsible for coordinating, ordering, inspecting, accepting delivery, storing, handling, installing, warranting and quality control for all Direct Purchases. Notwithstanding anything herein to the contrary, Contractor expressly acknowledges and agrees that all Direct Purchases shall be included within and covered by Contractor's warranty to Owner to the same extent as all other warranties provided by Contractor pursuant to the terms of the Contract Documents. In the event Owner makes a demand against Contractor with respect to any Direct Purchase and Contractor wishes to make claim against the manufacturer or supplier of such Direct Purchase, upon request from Contractor Owner shall assign to Contractor any and all warranties and Contract rights Owner may have from any manufacturer or supplier of any such Direct Purchase by Owner. GC-CA-I-24 32.3 Bidder represents and warrants that it is aware of its statutory responsibilities for sale tax under Chapter 212, Florida Statutes, and for its responsibilities for Federal excise taxes. 33. SUBCONTRACTS 33.1 Contractor shall review the design and shall determine how it desires to divide the sequence of construction activities. Contractor will determine the breakdown and composition of bid packages for award of subcontracts, based on the current Project Milestone Schedule, and shall supply a copy of that breakdown and composition to Owner and Design Professional for their review and approval prior to submitting its first Application for Payment. Contractor shall take into consideration such factors as natural and practical lines of severability, sequencing effectiveness, access and availability constraints, total time for completion, construction market conditions, availability of labor and materials, community relations and any other factors pertinent to saving time and costs. 33.2 A Subcontractor is any person or entity who is performing, furnishing, supplying or providing any portion of the Work pursuant to a contract with Contractor. Contractor shall be solely responsible for and have control over the Subcontractors. Contractor shall negotiate all Change Orders, Work Directive Changes, Field Orders and Requests for Proposal, with all affected Subcontractors and shall review the costs of those proposals and advise Owner and Design Professional of their validity and reasonableness, acting in Owner's best interest, prior to requesting approval of any Change Order from Owner. All Subcontractors performing any portion of the Work on this Project must be "qualified" as defined in Collier County Ordinance 87-25, meaning a person or entity that has the capability in all respects to perform fully the Agreement requirements with respect to its portion of the Work and has the integrity and reliability to assure good faith performance. 33.3 In addition to those Subcontractors identified in Contractor's bid that were approved by Owner, Contractor also shall identify any other Subcontractors, including their addresses, licensing information and phone numbers, it intends to utilize for the Project prior to entering into any subcontract or purchase order and prior to the Subcontractor commencing any work on the Project. The list identifying each Subcontractor cannot be modified, changed, or amended without prior written approval from Owner. Any and all Subcontractor work to be self-performed by Contractor must be approved in writing by Owner in its sole discretion prior to commencement of such work. Contractor shall continuously update that Subcontractor list, so that it remains current and accurate throughout the entire performance of the Work. 33.4 Contractor shall not enter into a subcontract or purchase order with any Subcontractor, if Owner reasonably objects to that Subcontractor. Contractor shall not be required to contract with anyone it reasonably objects to. Contractor shall keep on file a copy of the license for every Subcontractor and sub-subcontractor performing any portion of the Work, as well as maintain a log of all such licenses. All subcontracts and purchase orders between Contractor and its Subcontractors shall be in writing and are subject to Owner's approval. Further, unless expressly waived in writing by Owner, all GC-CA-I-25 subcontracts and purchase orders shall (1) require each Subcontractor to be bound to Contractor to the same extent Contractor is bound to Owner by the terms of the Contract Documents, as those terms may apply to the portion of the Work to be performed by the Subcontractor, (2) provide for the assignment of the subcontract or purchase order from Contractor to Owner at the election of Owner upon termination of Contractor, (3) provide that Owner will be an additional indemnified party of the subcontract or purchase order, (4) provide that Owner, Collier County Government, will be an additional insured on all liability insurance policies required to be provided by the Subcontractor except workman's compensation and business automobile policies, (5) assign all warranties directly to Owner, and (6) identify Owner as an intended third-party beneficiary of the subcontract or purchase order. Contractor shall make available to each proposed Subcontractor, prior to the execution of the subcontract, copies of the Contract Documents to which the Subcontractor will be bound. Each Subcontractor shall similarly make copies of such documents available to its sub-subcontractors. 33.5 Each Subcontractor performing work at the Project Site must agree to provide field (on-site) supervision through a named superintendent for each trade (e.g., general concrete forming and placement, masonry, mechanical, plumbing, electrical and roofing) included in its subcontract or purchase order. In addition, the Subcontractor shall assign and name a qualified employee for scheduling direction for its portion of the Work. The supervisory employees of the Subcontractor (including field superintendent, foreman and schedulers at all levels) must have been employed in a supervisory (leadership) capacity of substantially equivalent level on a similar project for at least two years within the last five years. The Subcontractor shall include a resume of experience for each employee identified by it to supervise and schedule its work. 33.6 Unless otherwise expressly waived by Owner in writing, all subcontracts and purchase orders shall provide: 33.6.1 That the Subcontractor's exclusive remedy for delays in the performance of the subcontract or purchase order caused by events beyond its control, including delays claimed to be caused by Owner or Design Professional or attributable to Owner or Design Professional and including claims based on breach of contract or negligence, shall be an extension of its contract time. 33.6.2 In the event of a change in the work, the Subcontractor's claim for adjustments in the contract sum are limited exclusively to its actual costs for such changes plus no more than 10% for overhead and profit. 33.6.3 The subcontract or purchase order, as applicable, shall require the Subcontractor to expressly agree that the foregoing constitute its sole and exclusive remedies for delays and changes in the Work and thus eliminate any other remedies for claim for increase in the contract price, damages, losses or additional compensation. Further, Contractor shall require all Subcontractors to similarly incorporate the terms of this Section 33.6 into their sub-subcontracts and purchase orders. 33.6.4 Each subcontract and purchase order shall require that any claims by Subcontractor for delay or additional cost must be submitted to Contractor within the GC-CA-I-26 time and in the manner in which Contractor must submit such claims to Owner, and that failure to comply with such conditions for giving notice and submitting claims shall result in the waiver of such claims. 34. CONSTRUCTION SERVICES 34.1 Contractor shall maintain at the Project site, originals or copies of, on a current basis, all Project files and records, including, but not limited to, the following administrative records: 34.1.1 34.1.2 34.1.3 34.1.4 34.1.5 34.1.6 34.1.7 34.1.8 34.1.9 34.1.10 34.1.11 34.1.12 34.1.13 34.1.14 34.1.15 34.1.16 34.1.17 34.1.18 34.1.19 34.1.20 34.1.21 34.1.22 34.1.23 34.1.24 34.1.25 34.1.26 34.1.27 34.1.28 34.1.29 34.1.30 34.1.31 34.1.32 Subcontracts and Purchase Orders Subcontractor Licenses Shop Drawing Submittal/Approval Logs Equipment Purchase/Delivery Logs Contract Drawings and Specifications with Addenda Warranties and Guarantees Cost Accounting Records Labor Costs Material Costs Equipment Costs Cost Proposal Request Payment Request Records Meeting Minutes Cost-Estimates Bulletin Quotations Lab Test Reports Insurance Certificates and Bonds Contract Changes Permits Material Purchase Delivery Logs Technical Standards Design Handbooks "As-Built" Marked Prints Operating & Maintenance Instruction Daily Progress Reports Monthly Progress Reports Correspondence Files Transmittal Records Inspection Reports Punch Lists PMIS Schedule and Updates Suspense (Tickler) Files of Outstanding Requirements The Project files and records shall be available at all times to Owner and Design Professional or their designees for reference, review or copying. GC-CA-I-27 34.2 Contractor Presentations At the discretion of the County, the Contractor may be required to provide a brief update on the Project to the Collier County Board of County Commissioners, "Board", up to two (2) times per contract term. Presentations shall be made in a properly advertised Public Meeting on a schedule to be determined by the County Manager or his designee. Prior to the scheduled presentation date, the Contractor shall meet with appropriate County staff to discuss the presentation requirements and format. Presentations may include, but not be limited to, the following information: Original contract amount, project schedule, project completion date and any changes to the aforementioned since Notice to Proceed was issued. 35. SECURITY If required, Contractor shall be responsible for the costs of providing background checks and drug testing for all employees that shall provide services to the County under this Agreement. This may include, but not be limited to, checking federal, state and local law enforcement records, including a state and FBI fingerprint check, credit reports, education, residence and employment verifications and other related records. Contractor shall be required to maintain records on each employee and make them available to the County for at least four (4) years. 36. VENUE Any suit or action brought by either party to this Agreement against the other party relating to or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction on all such matters. 37. VALUE ENGINEERING All projects with an estimated cost of $10 million or more shall be reviewed for consideration of a Value Engineering (VE) study conducted during project development. A "project" shall be defined as the collective contracts, which may include but not be limited to: design, construction, and construction, engineering and inspection (CEI) services. Additionally, any project with an estimated construction value of $2 million or more may be reviewed for VE at the discretion of the County. 38. ABOVEGROUND/UNDERGROUND TANKS An underground 62-761, Florida Administrative Code (FAC.) or aboveground 62-762, FAC. regulated tank requires notification to the 'County' prior to installation or closure of the tank. The Pollution Control Department (239-252-2502), via contract GC-690 with the Florida Department of Environmental Protection (FDEP), is the County (local program) for the purposes of these rules. Regulated tanks require notification to the 'county' local program thirty (30) days prior to installation and again forty-eight (48) hours prior to commencement of the installation. GC-CA-I-28 Closure activities require a ten (10) day notification and then a forty-eight (48) hour notification prior to commencement. The notification is to allow for scheduling of the inspections pertaining to the installation/closure activities. A series of inspections will be scheduled based upon system design after discussing the project with the contractor/project manager. Specifics on applicability, exemptions, and requirements for regulated pollutant storage tank systems can be found in 62-761, FAC. and 62-762, FAC. or you may contact the Pollution Control Department with your questions. Please note that equipment must be listed on the FDEP approved equipment list and will be verified at inspection along with installation and testing procedures. The approved equipment list is constantly updated and can be found at the FDEP Storage Tank Regulation website along with rules, forms and other applicable information. 39. STANDARDS OF CONDUCT: PROJECT MANAGER, SUPERVISOR, EMPLOYEES. The Contractor shall employ people to work on Owner's projects who are neat, clean, well-groomed and courteous. Subject to the Americans with Disabilities Act, Contractor shall supply competent employees who are physically capable of performing their employment duties. The Owner may require the Contractor to remove an employee it deems careless, incompetent, insubordinate or otherwise objectionable and whose continued employment on Owner's projects is not in the best interest of the County. GC-CA-I-29 EXHIBIT I SUPPLEMENTAL TERMS AND CONDITIONS 1. The County may, at its discretion, use VISA/MASTER card credit network as a payment vehicle for goods and/or services purchased as a part of this contract. GC-CA-I-30 EXHIBIT J TECHNICAL SPECIFICATIONS GC-CA-J-l EXHIBIT K PERMITS ;1 GC-CA-J-1 SOUTH FLORIDA WATER MANAGEMENT DISTRiCT ENViRONMENTAL RESOURCE STANDARD GENERAL PERMIT NO. 11-01140-5 DATE iSSUED:December 15, 2009 Form #0941 08/95 PERMITTEE: COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS 2885 SOUTH HORSESHOE DRIVE NAPLES, FL 34104 PROJECT DESCRIPTION: This application is a request for a General Permit Modification authorizing construction and operation of a surface waler managemenl system serving a 16.92 acre project known as Lely Manor Canal West Outfall North Section with discharge to the Lely Manor Canal. PROJECT LOCATION: PERMIT DURATION: COLLIER COUNTY, SEC 19, 30 TWP 50S RGE 26E See Special Condition No:l. See attached Rule 40E-4.321, Florida Administrative Code. This is to notify you of the District's agency action concerning Notice of Intent for Permit Application No. 090925~3. dated September 25, 2009. This action is taken pursuanllo Rule 40E-1.603 and Chapter 40E-40 ,Florida Administrative Code (FAC.). Based on the information provided, District rules have been adhered to and an Environmental Resource General Pennit is in effect for this project subject to: 1. Not receiving a filed request for a Chapter 120, Florida Statutes, administrative hearing. 2. the attached 19 General Conditions (See Pages: 2 - 4 of 6), 3. the attached 18 Special Conditions (See Pages. 5 - 6 of 6) and 4. the attached 3 Exhibit(s) Should you object to these conditions, please refer to the attached "Notice of Rights" which addresses the procedures to be followed if you desire a public hearing or other review of the proposed agency action. Please contact this office if you have any questions concerning this matter. If we do not hear from you in accordance with the "Notice of Rights," we will assume that you concur wtth the Districfs action. CERTiFiCATE OF SERViCE i HEREBY CERTiFY that a "Notice of Rights" has been mailed to the Permittee (and the persons lisled in the attached distribution lis later than 5:00 p.m. on this 15th day of December, 2009, in accordance with Section 120.60(3), Florid / ~ BY: ..-/- alera, P.E. .. 91 ,L WC Regulatory Division Collier County Service Center Certified mail number 700828100000 17139629 Page 1 of6 NOTICE OF RIGHTS As required by Sections 120.569(1), and 12060(3), Fla Stat., following is notice of the opportunities which may be available for administrative hearing or judicial review when the substantial interests of a pany are determined by an agency Please note that this Notice of Rights is not intended to provide legal advice. Not all the legal proceedings detailed below may be an applicable or appropriate remedy. You may wish to consult an attorney regarding your legal rights RIGHT TO REQUEST ADMINISTRATIVE HEARING A person whose substantial interests are or may be affected by the South Florida Water Management District's (SFWMD or District) action has the right to request an administrative hearing on that action pursuant to Sections 120.569 and 120.57, Fla Stat. Persons seeking a hearing on a District decision which does or may determine their substantial interests shall file a petition for hearing with the District Clerk within 21 days of receipt of written notice of the decision, unless one of the following shoner time period5 apply: 1) within 14 days of the notice of consolidated intent to grant or deny concurrently reviewed applications for environmental resource permits and use of sovereign submerged lands pursuant to Section 373.427, Fla Stat.; or 2) within 14 days of service of an Administrative Order pursuant to Subsection 373119(1), Fla. Stat. "Receipt of written nolice of agency decision" means receipt of either written notice through mail, or electronic mail, or posting that the District has or intends to take final agency action, or publication of notice that the District has or intends to take final agency action. Any person who receives written notice of a SFWMD deciSion and fails to file a written request for hearing within the timeframe described above waives the right to request a hearing on that decision Filing Instructions The Petition must be filed with the Office of the District Clerk of the SFWMD Filings with the District Clerk may be made by marl, hand-delivery or facsimile. Filings by e.mail will not be accepted. Any person wishing to receive a clerked copy with the date and time stamped must provide an additional copy. A petition for administrative hearing IS deemed filed upon receipt dUling normal business hours by the District Clerk at SFWMD headquarters in West Palm Beach, Florida. Any document received by the office of the SFWMD Clerk after 500 p.m. shall be filed as of 800 a.m. on the next regular business day. Additional filing instructions are as follows: . Filings by mail must be addressed to the Office of the SFWMD Clerk, PO Box 24680, West Palm Beach, Florida 33416. . Filings by hand-delivery must be delivered to the Office of the SFWMD Clerk Delivery of a petition to the SFWMD's security desk does not constitute filing. To ensure proper filing, it will be necessary to request the SFWMD's security officer to contact the Clerk's office. An employee of the SFWMD's Clerk's office will receive and file the petition. . Filings by facsimile must be transmitted to the SFWMD Clerk's Office at (561) 682-6010. Pursuant to Subsections 28-106.104(7), (8) and (9), Fla. Admin. Code, a party who files a document by facsimile represents that the original physically signed document will be retained by that party for the duration of that ploceeding and of any subsequent appeal or subsequent proceeding in that cause. Any party who elects to file any document by facsimile shall be responsible for any delay, disruption, or interruption of the electronic signals and accepts the full risk that the document may not be properly filed with the clerk as a result. The filing date for a document filed by facsimile shall be the date the SFWMD Clerk receives [he complete document Rev. 07/01/2009 Initiation of an Administrative Hearing Pursuant to Rules 28-106201 and 28-106.301, Fla Admin Code, initiation of an administrative hearing shall be made by written pelitlon to the SFWMD III legible form and on 8 and 1/2 by 11 inch white paper All petitions shall con tam . 1. Identification of the aclion being contested, including the permit number, application number, District file number or any other SFWMD identitication number, if known. 2. The name, address and telephone number of the petitioner and petitioner's representative, if any 3. An explanation of how the petitioner's sub5tantial interests will be affected by the agency determination. 4. A statement of when and how the petitioner received notice of the SFWMD's decision. S A statement of all disputed issues of material fact. If there are none, the petition must so indicate. 6. A concise statement of the ultimate facts alleged, including the specific facts the petitioner contends warrant reversal or modification of the SFWMD's ploposed action 7. A statement of the specific rules 01 statutes the petitioner contends require reversal or modification of the SFWMD's proposed action 8 If disputed issues of material fact exist, the statement must also IIlclude an explanation of how the alleged facts relate to the specific rules or statutes 9. A statement of the relief sought by the petitioner, stating precisely the action the petitioner wishes the SFWMD to take with respect to the SFWMD's proposed action. A person may file a request for an extension of time for filing a petition The SFWMD may, for good cause, grant the request. Requests for extension of time must be filed with the SFWMD prior to the deadline for filing a petition for hearing. Such requests for extension shall contain a certificate that the moving party has consulted With all other parties concerning the extension and that the SFWMD and any other parties agree to or oppose the extension A timely request for extension of time shall toll the running of the time period for filing a pelition until the request is acted upon. If the District takes action with substantially different impacts on water resources from the notice of intended agency decision, the persons who may be substantially affected shall have an additional point of entry pursuant to Rule 28-106.111, Fla. Admin. Code, unless otherwise provided by law. Mediation The procedures for pursuing mediation are set forth in Section 120573, Fla. Stal., and Rules 28-106.111 and 28-106401-.405, Fla. Admin. Code. The SFWMD is not proposing mediation for this agency action undel Section 120.573, Fla Stat., at thiS lime. RIGHT TO SEEK JUDICIAL REVIEW Pursuant to Sections 120.60(3) and 120.68, Fla. Stal., a party who is adversely affected by final SFWMD action may seek judicial review of the SFWMD's final deCision by filing a notice of appeal pursuant to Florida Rule of Appellate Procedure 9.110 in the Fourth District Court of Appeal or in the appellate district where a party resides and filing a second copy of the notice with the SFWMD Clerk within 30 days of rendering of the final SFWMD action. Rev. 0710112009 ? Application No.: 090925-3 Page 2 of 6 GENERAL CONDITIONS 1. All aclivities authorized by this permit shall be implemented as set forth in the plans, specifications and performance criteria as approved by this permit. Any deviation from the permitted activity and the conditions for undertaking lhat aclivity shall constitute a violation of this permit and Part IV, Chapter 373. F.S. 2. This permil or a copy thereof, complete with all condilions, attachments, exhibits, and modifications shall be kepI allhe work site of the permitted activity. The complete permit shall be available for review at the work site upon request by District staff. The permittee shall require the contractor to review the complele permit prior to commencement of the activity authorized by lhis permit. 3. Activilies approved by lhis permil shall be conducted in a manner which does not cause violations of Slale water quality standards. The permittee shall implement best management practices for erosion and pollution control to prevent violation of Stale water quality slandards. Temporary erosion control shall be implemented prior to and during construction, and permanent conlrol measures shall be completed within 7 days of any construction activity. Turbidity barriers shall be installed and mainlained at all locations where the possibility of transferring suspended solids into the receiving walerbody exists due to the permitted work. Turbidity barriers shall remain in place at all locations until construction is completed and soils are stabilized and vegetation has been established. All practices shall be in accordance with the guidelines and specifications described in Chapler 6 of the Florida Land Deveiopment Manual; A Guide to Sound Land and Water Management (Department of Environmenlal Regulation, 1988), incorporated by reference in Rule 40E-4.091, FAC. unless a project-specific erosion and sediment control plan is approved as part of the permit. Thereafter lhe permittee shall be responsible for lhe removal of the barriers. The permittee shall correct any erosion or shoaling that causes adverse impacts to the water resources. 4. The permittee shall notify lhe District of lhe anticipated construction start date within 30 days of the date that this permil is issued. At leasl 48 hours prior to commencement of activily authorized by this permit, the permittee shall submit to the District an Environmental Resource Permit Construction Commencement Notice Form Number 0960 indicating the actual start date and the expected construction completion date. 5. When the duration of construction will exceed one year, the permittee shall submit construction slatus reports to the District on an annual basis utilizing an annual status report form. Status report forms shall be submitted lhe following June of each year. 6. Within 30 days after completion of construction of the permitted activity, the permitee shall submil a written statement of completion and certification by a professional engineer or other individuai authorized by law, utilizing the supplied Environmental Resource/Surface Water Management Permit Conslruction Completion/Certification Form Number 0881A, or Environmental Resource/Surface Water Management Permil Construction Completion Certification - For Projects Permitted prior to October 3, 1995 Form No. 0881B, Incorporated by reference in Rule 40E-l.659, FAG. The statement of complellon and certification shall be based on onsite observation of construction or review of as-built drawings for the purpose of delermining if the work was completed in compliance with permitted plans and specifications. This submittal shall serve to nolify the District that the system is ready for inspection. Additionally, if deviation from the approved drawings are discovered during the certification process. the certificalion must be accompanied by a copy of the approved permit drawings with deviations noled. Bolh the original and revised specifications musl be clearly shown. The plans must be clearly labeled as "as-built" or "record" drawings. All surveyed dimensions and elevations shall be certified by a registered surveyor. 7. The operation phase of this permit shall not become effective: until the permittee has complied with the requirements of condition (6) above, and submitted a request for conversion of Environmental Resource Permit from Construction Phase to Operation Phase, Form No. 0920; lhe District determines the system to be in compliance with the permitted plans and specifications; and lhe entily approved by the District in accordance with Sections 9.0 and 10.0 of the Basis of Review for Environmenlal Resource Permit Application No.: 090925-3 Page 3 of6 GENERAL CONDiTiONS Applications within lhe Soulh Florida Water Management District, accepts responsibility for operation and maintenance of lhe system. The permit shall not be transferred to such approved operation and maintenance entity untillhe operation phase of the permit becomes effective. Following inspection and approval of the permitted system by the Dislricl, lhe permittee shall initiate transfer of the permit 10 the approved responsible operating entity if different from the permittee. Until the permit is transferred pursuant to Section 40E-l.6107, FAC., lhe permittee shall be liable for compliance with the terms of the permit. 8. Each phase or independenl portion of the permitted syslem must be completed in accordance with the permitted plans and permit conditions prior to the initialion of the permitted use of site infrastructure located wilhin the area served by that portion or phase of the system. Each phase or independent portion of the syslem must be completed in accordance with the permitted plans and permit conditions prior to transfer of responsibility for operalion and maintenance of the phase or portion of lhe system to a local government or other responsible entily. 9. For those systems that will be operated or maintained by an enlity thaI will require an easement or deed reslriction in order to enable thaI enlity to operate or maintain lhe system in conformance with this permit, such easement or deed restriction rnust be recorded in the public records and submitted to the District along with any other finai operation and maintenance documents required by Sections 9.0 and 10.0 of lhe Sasis of Review for Environmental Resource Permit applications within the South Florida Water Management District, prior to lot or units sales or prior 10 lhe completion of the system, whichever comes first. Olher documents concerning the establishment and authority of the operating entity must be filed with the Secretary of State, county or municipal entilies. Final operation and maintenance documents must be received by the Districl when mainlenance and operation of the syslem is accepted by the local government enlity. Failure 10 submit the appropriate final documenls will result in the permittee remaining liable for carrying out maintenance and operation of the permitted syslem and any other permil conditions. 10. Should any other regulatory agency require changes to the permitted system, the permittee shall notify the District in writing of the changes prior to implementation so that a delermination can be made whether a permit modification is required. 11. This permit does not eliminale the necessity to obtain any required federal, state, local and special districl authorizations prior 10 the start of any activity approved by this permit. This permit does nol convey to the permittee or create in the permittee any property right, or any interest in real property, nor does it authorize any entrance upon or activities on property which is nol owned or controlled by lhe permittee, or convey any rights or privileges other than lhose specified in the permit and Chapler 40E-4 or Chapter 40E-40, FAC.. 12. The permitlee is hereby advised that Section 253.77, F.S. states that a person may not commence any excavation, construction, or other aclivily involving lhe use of sovereign or other lands of the State, the title 10 which is vesled in the Soard of Trustees of lhe Intemallmprovement Trust Fund without obtaining the required lease, license, easement, or olher form of consent authorizing the proposed use. Therefore, the permittee is responsible for obtaining any necessary authorizations from the Soard of Trustees prior to commencing aclivity on sovereignty lands or other slale-owned lands. 13. The permittee must oblain a Water Use permit prior to construction dewatering, unless the work qualifies for a general permit pursuanl to Subseclion 40E-20.302(3), FAC., also known as the "No Notice" Rule. 14. The permittee shall hold and save the District harmless from any and all damages, claims, or liabilities which may arise by reason of the construction, alteration, operation, mainlenance, removal, abandonmenl or use of any syslem authorized by the permit. 15. Any delineation of the extent of a weIland or other surface water submitted as part of lhe permit Application No.: 090925-3 Page 4 af6 GENERAL CONDiTIONS applicalion, including plans or other supporting documentalion, shall not be considered binding, unless a specific condition of this permit or a formal determination under Section 373.421(2), F.S., provides otherwise. 16. The permittee shall notify lhe District in writing within 30 days of any sale, conveyance, or olher transfer of ownership or control of a permitted system or the real property on which the permitted syslem is located. All transfers of ownership or transfers of a permit are subject to the requirements of Rules 40E-l.6105 and 40E-l.6107, FAC.. The permittee lransferring the permit shall remain liable for corrective actions lhat may be required as a resull of any vioiations prior to the sale, conveyance or other transfer of the syslem. 17. Upon reasonable notice to lhe permittee, District authorized staff with proper identification shall have permission to enter, inspecl, sample and test the system to insure conformity wilh the plans and specifications approved by the permit. 18. If historical or archaeological artifacts are discovered at any lime on the project site, the permittee shall immediately notify the appropriate Dislrict service center. 19. The permittee shall immediately notify the District in writing of any previously submitted information that is later discovered to be inaccurate. Application No.: 090925-3 Page 5 of6 SPECiAL CONDITIONS 1. The construclion phase of lhis permil shall expire on December 15, 2014. 2. Operation of the surface water management syslem shall be the responsibility of COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS. 3. The permittee shall be responsible for the correction of any erosion, shoaling or water quality problems thaI result from the construction or operation of the surface water management system. 4. Measures shall be taken during construction to insure that sedimentation and/or turbidity violations do not occur in the receiving water. 5. The Dislrict reserves the right to require lhat additional water quality treatment methods be incorporated into the drainage system if such measures are shown to be necessary. 6. Facilities other than those stated herein shall not be constructed without an approved modification of this permit. 7. A stable, permanenl and accessible elevalion reference shall be established on or wilhin one hundred (100) feet of all permitted discharge structures no later than the submission of the certification report. The location of the elevation reference must be noted on or with the certification report. 8. The permittee shall provide routine maintenance of all of the components of the surface water management system in order to remove all trapped sediments/debris. All materials shall be property disposed of as required by law. Failure to properly maintain the system may resull in adverse flooding conditions. 9. This permit is Issued based on the applicanl's submitted information which reasonably demonslrales that adverse water resource related impacts will not be caused by the completed permit activity. Should any adverse impacls caused by the completed surface water management system occur, the District will require lhe permittee to provide appropriate mitigalion to lhe Districl or other impacted party. The Dislrict will require the permittee to modify the surface waler management system. if necessary, to eliminate the cause of the adverse impacts. 10. The permittee acknowledges, that pursuanl to Rule 40E-4.101(2). FAC., a notice of Environmental Resource or Surface Water Management Permit may be recorded in the county public records. Pursuant to the specific language of the rule, this notice shall not be considered an encumbrance upon the property. 11. If prehistoric or historic artifacts, such as pottery or ceramics, stone tools or metal implements, dugout canoes, or any other physical remains that could be associated with Native American cultures, or early colonial or American settlement are encountered at any time within lhe project site area, the permitted project should cease all aclivities involving subsurface disturbance in the immediate vicinity of such discoveries. The permittee, or other designee, should contacl the Florida Department of Slale, Division of Historical Resources, Review and Compliance Section at (850) 245-6333 or (800) 847-7278, as well as the appropriate permitting agency office. Project aclivilies should not resume without verbal and/or written authorization from the Division of Historical Resources. In the event that unmarked human remains are encountered during permitted activities, all work shall stop immediately and the proper authorilies nolified in accordance with Section 872.05, Florida Statutes. 12. The permittee shall ulilize the criteria contained in the Construction Pollution Prevention Plan (Exhibit No. 2.1) and on the applicable approved construction drawings for the duration of the project's construction activities. 13. The Permittee shall utilize the criteria contained in lhe Urban Stomwater Management Program for post construction activities as indicated in Special Condition No. 24 in the previous permit (Permil No. 11- Application No.: 090925-3 Page 6 of 6 SPECIAL CONDITIONS 01140-S/Application No. 980828-1). 14. The following exhibits for the permit are incorporaled by reference herein and are located in the permil file. In addition, these exhibits can be viewed on the District's ePermitting website under this applicalion number. Exhibit No. 2.0 pages 5-32 of 32 Construction Pians Exhibit No. 2.1 Conslruction Pollution Prevention Plan 15. The exhibits and special condilions in this permit apply only to lhis application. They do not supersede or delete any requiremenls for olher applications covered in Permit No. 11-01140-S unless otherwise specified herein. 16. Endangered species, threatened species and/or species of special concern have been observed onsite and/or the project contains suitable habitat for these species. it shall be lhe permittee's responsibility to coordinate with the Florida Fish and Wildlife Conservation Commission and/or the U.S. Fish and Wildlife Service for appropriate guidance, recommendations and/or necessary permits to avoid impacts to listed species. 17. Prior to the commencement of construction, the permittee shall conduct a pre-conslruction meeting with field representatives, contractors and District staff. The purpose of lhe meeling will be to discuss construction melhods and sequencing, including type and localion of turbidity and erosion controls to be implemented during construction, mobilization and staging of contractor equipment, phasing of conslruction, methods of vegetation clearing, construction dewatering if required, wetland/buffer proteclion methods, endangered species protection with the permittee and contractors. The permittee shall contact District Environmental Resource Compliance staff from the Lower West Coast Service Center at 239- 338-2929 to schedule the pre-construclion meeting. 18. Upon the submittal of future construction phases. the permittee shall submit a report detaiiing the status of previously permitted weIland impacts, wetland mitigation areas, and excess miligation credits available. In addition, the applicant shall also provide updated wetland jurisdictional determinations verifed in the field by District staff and updated listed species surveys for each area included within the project area requesting construction approval. erp_ staff,reporl.rdf Last Date For Agency Action: January 8,2010 GENERAL ENVIRONMENTAL RESOURCE PERMiT STAFF REPORT Project Name: Lely Manor Canal West Outfall North Section Permit No.: 11-01140-S Application No.: 090925-3 Associated File: 090925-8 WU Concurrent Application Type: Environmental Resource (General Permit Modification> Location: Collier County, S19,30fT50S/R26E Perrnittee : Collier County Board Of County Commissioners Operating Entity: Collier County Board Of County Commissioners Project Area: 16.92 acres Project Land Use: Other Drainage Basin: WEST COLLIER Receiving Body: LEL Y MANOR CANAL Sub Basin: LEL Y MANOR CANAL Class: CLASS IIi Speciai Drainage District: NA Totai Acres Wetiand Onsite: .59 Total Acres Impacted Onsile : .59 Mitigation Previously Permitted: Yes Conservation Easement To District: No Sovereign Submerged Lands: No ~..iil;,(""j!!'!_I>t"""'-""~-'''''{''''''""~,,,,,,,;,,,,,,,,,,,i,,,''''l,'Ill'l,~-,--~ ...... . .._~~~._. ,] _:.Mf,"lJ,,~$'~.~i~~~:~~~"ii:&1o"/"'_~~-#W#,,~_.0;:~''..~~'.l1!l'~ This applicalion is a request for a General Permit Modification authorizing construction and operation of a surface water management system serving a 16.92 acre project known as Lely Manor Canal West Outfall North Section with discharge to the Lely Manor Canal. Appno. : 090925-3 Page 1 of? erp_sta!Creport,rdf PROJECT EVALUATiON: mW~tIlifI!!O~(.IJ.t; -;:'.;-~"", "~'~;:;::,~i:,;;i -;'."':"'''':,,:..,.: ~,~:iijii:~Y;:.t ',"h ",~+;;t;..,,- The project site is located west of Tamiami Trail (US 41) between Rattlesnake Hammock Road and Collier Boulevard in Naples, Collier County, Florida. A location map is atlached as Exhibit 1.0. There are permitted surface water management facililies within the projecl area. The site contains an existing canal known as Lely Manor Canal. Upland habitat along the canal consists of dislurbed land, spoil areas, and pine flatwoods with up to 50% exotics. Wetland habital consists of mixed wetiand hardwood wilh minimal exotics, exolic wetland hardwoods, wetland foresled mixed with up 10 25% exotics, and cypress wetlands with between 10-90% exotics. A FLUCCS habitat map is attached as Exhibit 3.0. The wetland jurisdictional lines have been updated from the original conceptual permit. The proposed project will directly impact 0.597 acres of wetlands and 12.13 acres of other surface waters. W&~ . "IIiIII!l!I~fHJ ~'!f,:~'''''''''-c_<'~,~'~'~~."",-''''''''''- --~''''I'ilIIIllIilI: .. ,_ ,.' ., .. jlll,__... ~ ,_ ._ '" .",i.~:~l;':~riJ~~rf'_~;~1:':~:j~~~t::i?,,_::'~S,!~ir);,i,l;r~;C,::t,:,~,,@~.1~ ,.;JL ."l.:ti~::iti~ On October 13, 2004 Permit No. 11-01140-S/Application No. 980828.1 was approved for an overall Lely Area Stormwaler Improvement Project (LASIP). The permit included both conceptuai and construction and operation authorization for specific improvements within the LASIP area. The cunrent application is located wilhin region 5 which received construction and operation authorizalion. The LASiP is proposed by Collier County Government in order to improve the conveyance capabilities for lhe existing conveyance system and to enhance water quality of the existing linear canals within the area. The LASiP drainage area experienced flooding pressures as development occurred in the area. The recommended alternative to mitigate the flooding hazard is described in the staff report for Permit No. 11-01140- S/Application No. 980828-1. Since that time several modifications have been approved within lhe LASiP as needed to continue improvement to the overall drainage area. ~1Ji;l~_~j!;'''d'::~j;i ~ ilr?_,,;~~~qg!li~~i~ The applicant proposes the conslruction of 4365 feet of canal improvements in the Lely Manor Canal. The improvemenls will occur in region 5 of the Lely Area Slormwaler Improvement Project (LASIP) between stations 8+50 and 52+39.96 of the Lely Manor Canal. The canal cross section proposed differs slightly from the previously approved LMB-Qo.C0005(1) cross section as permitted by Permit No. 11- 01140-S/Application No. 980828-1. This project also involves the construction of two maintenance roads located on lhe north and south side of the existing canal. The soulhern maintenance road will consist of bahia sod over a Iimerock base and the northern maintenance road will consisl of geoweb for lhe western mosl section and Iimerock for the remainder of the roadway. Based on analysis completed by the applicant, these modifications are consislent with the LASIP plan approved in Application No. 980828-1. Site drainage plans are attached as Exhibit 2.0. Discharge Rate: No adverse discharge impacts are anticipated as a result of the proposed project. An Urban Stormwater Management Program and Storm Water Pollution Prevenlion Plan specifications and guidelines are part of lhe proposed improvements as indicaled in the Special Conditions. No adverse water quality impacts are anticipated as a result of the proposed project. App.no. : 090925-3 Page 2 of 7 erp~stafCreportrdf ~: The proposed project consists of 0.597 acres of wetlands and 12.13 acres of other surface waters (existing canal). The wetlands within the project area extend offsite beyond the drainage easement along the canal. Adjacent 10 the drainage easement there are existing conservation areas for Treviso Bay (ERP Permit 11-02324-P) and Saba' Bay (ERP Permit 11-02003-P). There is no overlap between the drainage easement area and lhe adjacent preserves. The wetland habitat is concentrated in the western portion of the project and is located along the north and south side of the canal. Wetland habitat consists of 193 square feet of mixed wetland hardwood with minimal exolics, 118 square feet of exotic wetland hardwoods, 0.10 acres of wetland forested mixed wilh up to 25% exotics, 0.24 acres of cypress wetlands with up to 25% exotics, 0.11 acres of cypress wetlands with up to 75% exotics, and 0.14 acres of cypress wetlands with up to 90% exotics. Exotic vegetalion within the wetlands consists largely of Brazilian pepper, Australian pine, and melaleuca. Native vegetation includes cypress, cabbage palm, red maple, myrsine, saltbush, saw grass, leather fem, and swamp fem. Wetland habitat offsite nol affected by lhe proposed project includes hydric pine flatwoods, freshwater marshes, and cypress wilh minimal exotics. Wetland Impacts: The proposed project will directly impact 0.597 acres of wetlands and 12.13 acres of other surface waters through dredge, fill and clearing activities. District staff validaled the wetland boundaries October 19, 2009. The wetiand impacts for lhis portion of the LASiP project have been reduced by approximately 0.2 acres from the originally permitted conceptual design. A wetland impact map is attached as Exhibit 3.1. Potential secondary impacts have been avoided by planting native ground cover species (i.e. Helianthus, Paspalum, Andropogon, Eragrostis) on the side slope (above and below the seasonal high) of the proposed maintenance roadway in areas adjacent to offsite wetlands. Additionally, secondary impacts are minimized due 10 the expected low frequency of use (once or twice a year), and runoff from the road will be direcled toward the canal. The proposed project includes the removal of an existing low berm on lhe north western end of the canal. The area will be retumed to natural adjacent wetland grade, which may improve hydrology to adjacent wetlands. The area will be stabilized with geoweb material infilled with crushed stone, and may re- vegetate with native ground cover over time. Mitigation Proposai: The mitigation for wetland impacts associated with the overall LASIP project were identified up-front under application 980828-1, and modified under application 080317-16. Enhancement activities on lhe two offsite mitigation parcels per the approved mitigation plan have been underway. These parceis are located south of Davis Boulevard, west of Collier Boulevard (CR 951) and north of Rattlesnake Hammock Road in Naples. The exotic removal within the 109 acre mitigation site was completed in January 2008. The 1.6 acre mitigation site was created and planted in May 2008. The proposed impacts require 0.45 WRAP credils of mitigation. Please see lhe permanent permit file to see the adjusted WRAP scores from the conceptual permit for the wetland impact areas associated with this application, and a copy of the 'mitigation ledger' indicaling excess LASIP miligation credits available for future LASIP phases. Please see special condition No. 18 indicating that future LASIP phases are required to provide updated wetland mitigalion credit information. App.no. : 090925-3 Page 3 of7 erp~staff.-report.rdf Wetland Inventory : CONSTRUCTION MOD -Lely Manor Canal West Outfall North Section - _....~------_.._._.- 5.";-1- I T~pe Pre-Development Post-Development ~~:-~ .___n ~~~~:-i-i~~~~t~:~~:t ~~.rrrs). ~~:;or~:t ~~~cs ________ __ -L__ I , , , Site Id Adj Functional Delta Gain I Loss OSW30- ON 500 Direct W-30-9b ON 621 Direct W19-2 ON 630 Direct Wl9-3 ON 621 Direct Wl9-4 ON 619 Direct Wl9-5 ON 617 Direct W3G-7. ON 621 Direct W3G-7b ON 621 Direct W30-9b ON 621 Direct W3G-9c ON 630 Direct 12.13 .13 .09 .02 .00 .00 .09 .11 .14 .01 .000 000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Total: 12.72 , -----'------ .00 Fluccs Code 500 617 619 Description Water Mixed Wetland Hardwoods Melaleuca - Brazilian Pepper - Exolics Hardwoods Cypress Wetland Forested Mixed 621 630 The project site does conlain preferred habitat for wetland-dependent endangered or threatened wildlife species or species of special concem. A listed species survey was conducted August 11,2009_ The bald eagle nest which was located in a pine Iree approximately 210 feet north of the project has relocated as of the 2004 nesting season to a tree that is 1,140 feet north of the Lely Manor Canal. The proposed project is not expected 10 affect the bald eagle. Wading birds may utilize lhe shallowernillorai zones of lhe project area for occasional foraging. Birds temporarily displaced during construction are likely 10 retum. Gopher tortoise burrows were found in xeric scrub off-site of the northwest portion of the project. However, lhe closest burrow was observed approximately 77 feet north of the limils of construction. Silt fence will be installed within the limits of construction which will assist in avoiding impacts to gopher tortoise in the area. The project is within lhe known range of iarger mammal species, including the Florida panther and the black bear: however due to the localion of the construction activities along an existing canal and drainage easement no impacts to larger mammals are expected. This permit does not relieve the applicant from complying with all applicabie rules and any other agencies' requirements if, in the future, endangered/threatened species or species of special concern are discovered on the site. Species Potential Occurence ----_.._---~--- ----.- .US"T}'f>l's App.no. : 090925-3 Page 4 of 7 erp _staff ......report.rdf Species Potential Occurence - ___________n_______ ._____ Use_T~e.".. Bald Eagle Black Bear Eastern Indigo Snake Florida Panlher Gopher Tortoises Nest Is Off-Site Known Range Known Range Known Range Observed Active Burrows Known Range Known Range Known Range Herons Limpkin Wood Stork _~.IIt" .-IIIII'IlI]lllIDr".,II_.tilUr'lj~II_I_~~~_~,"1lll!"!;!!-~1!1i It is suggested that lhe permittee retain the services of a Professional Engineer registered in lhe State of Fiorida for periodic observation of construction of the surface water management (SWM) system. This will faciiitate the completion of conslruction completion certificalion Form #0881 which is required pursuant to Section 10 of the Basis of Review for Environmental Resource Permit Applications within the Soulh Florida Water Management District, and Rule 40E-4.361 (2), Florida Administrative Code (FAC.). Pursuant to Chapter 40E-4 FAC., lhis permit may not be converted from the construction phase to the operation phase until certification of the SWM system is submitted to and accepted by this District. Rule 40E-4.321(7) FAC. stales that failure to complete conslruction of the SWM syslem and obtain operation phase approval from the District within the permit duration shall require a new permil authorization unless a permit extension is granted. For SWM systems permitted with an operating entity who is different from the permittee, il should be noted that until the permit is transferred to the operating entity pursuanl 10 Rule 40E-l.6107, FAC., the permittee is iiable for compliance with the terms of this permit. The permittee is advised that the efficiency of a SWM system will normally decrease over time unless the syslem is periodically maintained. A significant reduction in flow capacity can usually be attributed to partial blockages of the conveyance syslem. Once flow capacity is compromised, flooding of the project may resuit. Maintenance of the SWM system is required to protect the public health, safety and the natural resources of the state. Therefore, the permittee must have periodic inspections of the SWM syslem performed to ensure performance for flood protection and waler quality purposes. if deficiencies are found, it is the responsibility of the permittee to correct these deficiencies in a timely manner. App,no. : 090925.3 Page 5 of 7 erp~sta~_report.rdf RELATED CONCERNS: Water Use Permit Status: The applicant has indicated that irrigation is not proposed for the project. The applicant has indicated that dewalering is required for construction of this project. Water Use Application No. 090925-8 is being processed concurrently with this application. This permit does not release the permittee from obtaining all necessary Water Use authorization(s) prior to the commencement of activities which will require such authorization, including construction dewatering and irrigation, unless the work qualifies for a No-Notice Short-Term Dewalering permil pursuant to Chapter 40E-20.302(3) or is exempt pursuant to Section 40E-2.051, FAC. CERP: The proposed project is not located within or adjacent to a Comprehensive Everglades Restoration Project component. Right-Of-Way Permit Status: A District Right-of-Way Permit is not required for this project. DRI Status: This project is not a DR!. Historical/Archeological Resources: The District has received correspondence from the Florida Department of State, Division of Historicai Resources indicating that the agency has no objections to the issuance of this permit. This permit does not release the permittee from compliance with any other agencies' requirements in the event that historical and/or archaeological resources are found on the site. DCAlCZM Consistency Review: The District has not received a finding of inconsistency from the Florida Department of Environmental Protection or olher commenling agencies regarding the provisions of the federal Coastal Zone Management Plan. Third Party Interest: No third party has contacted the District wilh concems about this application. Enforcement: There has been no enforcement activity associated with this application. STAFF REViEW: DiVISiON APPROVAL: App.no. : 090925-3 Page 6 of 7 erp_sta~_report.rdf NATURAL RESOURCE MANAGEMENT: ~MtL ~CMU Laura Layman . '"~;W~ William Foley, P.E. App.no. . 09092S-3 Page 7 of 7 DATE: DATE: /~/'I/Oq IZ/7/o1f CANAL ~ECTION ) 01 SECTION(S): 19 & 30 TOWNSHIP: 50S RANGE; 26E - . ,i",iCATION NUMBER 190925-3 ill LOCATION OF PROJECT - . 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A6sr~ ~ . 8!1.! 1 I !I ;. liS ~.! tim I~I; ~KI I~i!' i .2.t.l. .'i. ~~;,~ l~a i!il .I.J ,ge o 0> o o ZN ocC<) .0- N:;::;O _l\lC<) .- () :f!=w .c a. Ol x a. l\l W<(Q.. o , 'co iii ill m -1- -- ! ! i ~ ~ ~ ~~ I ~ ~ II;;' . e:1.i.... ! " , ,.' ~ ~ I" i ~~ . ~!lr' = . ! ~. ! I;l~ i . , q . II : Ul \, jil \ i ~I " L il -i ) I . i ,! .~ 'i ~ I -_ ~i ! / , II, Jrl.... ~ .II ! I - - " ! I' g! l~1 18 ~~ ~ti .1 d~ 'II . i ! .l!! i' : II! lu ~p !. ~ \ . ! ! ~!P ~rl , M I It) N 0> o 0> o o ZN oeM .0..... N+'O ;!:l\l<;t .0 .0 ._ .= Ol ..c a. 01 >< a. lG w<(c.. APPLICATION No. 090429-7 PERMIT NO. 11-00999-S EXHIBIT NO. 2.0 PAGES 5-32 OF 32 CONSTRUCTION PLANS EXHIBIT NO. 2.1 CONSTRUCTION POLLUTION PREVENTION PLAN INCORPORATED BY REFERENCE <oJ T~~~~" ........--- .... I ~~ OM ~:; I I ~~ "0"" uul~ oj..; 11I"11I III ilI<<I(',l .... ........... 0 <0 eft CJl~ I I "I'"':"": I"': I ":~c6 ........ 000 <:;I "'0... i ~ ~ ~ ~! j ; i --a;ili~ l; ~ 'Ii ~d::::~ II ~ ~ !!2.~!et:. 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Exhibit 3.1 Application No. 090925-3 10f2 ;:fiiilil......OlnOOO~ ~ . aOOOOOQOOO~ e i~~!!l~~9~~(j~ imGt"'~GfGfGfG{~o :SU<.l~~UUUUU~ ~<<"''''<<<<<:::l c~~~!BdlS;:;~:;qN ~OO 0000... N ~ ~ ",'~ ~ ~ ~ ~ ~ e~~~~~H~~. ~3~~~3:3~~:S >- - ~ :! I i ~ ; II ~f ... a~ iH ~ i ~.i ~I l!~ ~ b ~ , i I i r ~ ',' Ii II 1,1 )1 ,Ill, 11m I i " j ~ B i !:> ~ ~ illl >-l ~ ~ ~ fi! ~ !:> ~ ~ ;1" III III ~ ~ U ~ ~ < S S ~ ~ '" '" '" ~ ~ ~ ~ ~ ! 0 0 0 . Q . , . , , z [JI~IJII III Cl ~ >-l Exhibit 3.1 Application No. 090925-3 20f2 STAFF REPORT DISTRIBUTION LIST LEL Y MANOR CANAL WEST OUTFALL NORTH SECTION Application No: 090925-3 Permit No: 11-01140-S INTERNAL DISTRIBUTION EXTERNAL DISTRIBUTION X Jessica White, P.E. - 4270 X Karyn Allman - 4270 X William Foley, P.E. - 4270 X Laura Layman - 4270 X C. Tears - 6862 X ERC Engineering - 6861 X ERC Environmental - 6861 X Fort Myers Backup File - 6861 X Permit File X Permittee - Collier County Board Of County Commissioners X Agent - Agnoli Barber And Brundage Inc OTHER INTERESTED PARTIES X Audubon of Florida - Charles Lee STAFF REPORT DISTRIBUTION LIST ADDRESSES Agnoli Barber And Brundage 'nc 7400 Tamiamj Trail North Ste 200 Naples FL 34108 Collier County Board Of County Commissioners 2885 South Horseshoe Drive Naples FL 34104 Audubon of Florida - Charles lee 1101 Audubon Way Maitland FL 32751 Application No: 090925-3 Page 2 of2 \;...\"tRJ\l'lt. ~..~."C <3'~~,:."",:",<,~ _ _~. 7 5' -ll-'~. % 1"-'. ,. '0 1- -. ,;(;; <) +.... OS' '. \J' SOUTH FWRIDA WATER MANAGEMENT DISTRICT LOWER WEST COAST REGIONAL SERVICE CENTER 2301 McGregor Boulevard, Fort Myers, FL 33901 (239) 338-2929 . FL WAlS 1-800-248~1201 . Suncom 748-2929 . Fax (239) 338-2936 . www.sfwmd.gov/lwc/ CON 24-06 d~:' '1 . ; .' '.1 r lie,; Application No.: 090925-8 General Permit No.: 11-03087-W December 17, 2009 DEe '} 7;~;(~q ',TORMWATER MGM r------- RE'-I,",. E. '1<.".....-.) ~",; :1'Vt.:L' COlLIER COUNTY BOARD OF COUNTY COMMISSIONERS ATTN: JOHN VLIET 2885 S. HORSESHOE DRiVE NAPLES, FL 34104 DEe 2 1 2009 Dear Permittee: COLLIER COUNTY ROAD & ~r1Iq.QE. SUBJECT: General Water Use Permit No.: 11-03087-W Project: LEL Y MANOR CANAL WEST OUTFALL NORTH SECTION Location: COLLIER COUNTY, S19,30!T50SIR26E Permittee: COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS This letter is to notify you of the District's agency action concerning your Notice of Intent to Use Water. This action is taken pursuant to Chapter 40E-20, Florida Administrative Code (FAC.), Based on the information provided, Districl rules have been adhered to and a General Water Use Permit is in effect for this project subjecllo: 1. Not receiving a filed request for Chapter 120, Florida Stalules, administrative hearing and 2. The attached Limiting Conditions. The purpose of this applicalion is to oblain a Water Use Permit for dewatering 10 facilitate canal improvements. Withdrawals are from the Water Tabie Aquifer via three proposed withdrawal facilities. This Permit has a five-year expiralion date. however. the permit duralion is one year from lhe commencement of dewalering operations. The applicant shall notify the District at least 72 hours prior to commencement of dewatering. A copy of the permit, wilh ils limiting conditions and dewatering plan, is required to be kept on-site at all times during dewatering operalions by the lead contractor or site manager. Daily Turbidity and chloride concentration sampling results musl also be maintained in a log book on-site and submitted to the District weekly. The Permittee shall not withdraw more than 1,800 million gallons in the duration of this permit, nor more lhan 10 million gallons per day. The Permittee is advised that this permit does not relieve any person from the requiremenl to obtain all necessary federal, state, local and special district aulhorizations. ~11DISTRICT HEADQlIARTERS: 3301 Gun Club Road, P.O. Box 24680, We,' Palm Be"h, FL 33416-4680 . (561) 686-8800 . FL W A TS 1.800-432-2045 Applicalion Number: 090925-8 COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS December 17, 2009 Page 2 Date Of issuance: December 17, 2009 Expiration Date: January 8, 2015 Water Use Classification: Dewatering Water Use Permit Status: Proposed Environmental Resource Permit Status: Right Of Way Permit Status: Surface Water From: Modification To Permit 11-01140-S, Proposed Concurrently With Application No. 090925-3. Not Applicable. Waler Table aquifer Permitted Allocation(s): Annual Allocation: Maximum Monthly Allocation: 1,800,000,000 Gallons 281,232,000 Gallons Proposed Withdrawal Facilities - Surfece Water Source: Water Table aquifer 3 - 8" X 55 HP X 2100 GPM hydraulic Pumps Rated Capacity Source(s) Status Code GPM MGD MGM MGY Water Table aquifer P 6,300 9.07 275.8 3,311 Totals: 6,300 9.07 275.8 3,311 Application Number: 090925-8 COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS December 17, 2009 Page 3 Should you objecl to the Limiting Conditions, please refer 10 the attached Notice of Rights which addresses the procedures to be followed if you desire a public hearing or other review of the proposed agency action. Please contact this office if you have questions concerning this matter. if we do not hear from you prior to the time frame specified in lhe Notice of Rights, we will assume that you concur with the District's recommendations. Certificate Of Service I HEREBY CERTIFY lhal a Notice of Rights has been mailed to the addressee nollaler lhan 5:00 p.m. this 171h day of December, 2009, in accordance with Seclion 120.60(3), Florida Statutes. Sincerely, ~e:-~~ Noah B. Kugler, P.G. Senior Supervising Hydrogeologist Water Use Regulation Division NBK Icb Certified Mall No.: 7008 1140 0001 4111 9024 Enclosure c: Agnoll Barber & Brundage inc Engineer, City of Naples Application Number: 090925-8 COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS December 17, 2009 Page 4 Limiting Conditions 1. This permit shall expire on January 8, 2015. 2. Application for a permit mod~ication may be made at any time. 3. Waler use classification: Dewatering water supply 4. Source classificalion is: Surface Water from: Waler Table aquifer 5. Permittee shall not withdraw more than 1800 million gallons in the duration of this permil, nor more than 10 million gallons per day. 6. Pursuant to Rule 40E-l.6105, FAC., Notification of Transfer of Interest in Real Property, within 30 days of any transfer of interest or control of the real property at which any permitted facility, system, consumptive use, or activity is located, the permittee must notify the District, in writing, of the transfer giving the name and address of the new owner or person in control and providing a copy of the instrument effectuating the transfer, as set forth in Rule 40E-l.61 07, FAC. Pursuant to Rule 40E-l.61 07 (4), untillransfer is approved by lhe Dislricl, the permittee shall be liable for compliance with the permit. The permittee transferring the permit shall remain liabie for all actions that are required as well as all violations of the permit which occurred prior to the transfer of the permit. Failure to comply with lhis or any other condilion of lhis permit constilutes a violation and pursuant to Rule 40E-1.609, Suspension, Revocation and Modification of Permits, the District may suspend or revoke the permit. This Permit is issued to: Collier County Board of County Commissioners AUn: John Vliet 2885 S. Horseshoe Drive Naples, FL 34104 7. Withdrawal Facilities: Surtace Waler - Proposed: 3 - 8" x 55 HP X 2100 GPM hydraulic Pumps Application Number: 090925-8 COLLIER COUNTY BOARD OF COUNTY COMMiSSIONERS December 17, 2009 Page 5 Limiting Conditions 8. Perminee shall mitigate inlerterence with existing legal uses that was caused in whole or in part by the permittee's withdrawals, consistent with the approved mitigation plan. As necessary 10 offset the inlerference, mitigation will include pumpage reduction, replacement of the impacted individual's equipment, relocation of wells, change in withdrawal source, or other means. Interterence to an existing legal use is defined as an impacl that occurs under hydrologic conditions equal to or less severe than a 1 in 10 year drought event lhat resulls in the: (1) Inability to withdraw water consistent with provisions of lhe permit, such as when remedial structural or operalional actions not materially authorized by existing permits must be taken to address the interterence; or (2) Change in the quality of water pursuanl to primary State Drinking Waler Standards to the extent that the water can no longer be used for its authorized purpose, or such change is imminent. g. Perminee shall mitigate harm to existing off-site land uses caused by lhe penminee's withdrawals, as delermined through reference to the conditions for permit issuance. When harm occurs, or is imminent, the District will require the permittee to modify withdrawal rates or mitigale the harm. Hanm caused by withdrawals, as delermined through reference 10 the conditions for permit issuance, includes: (1) Significant reduction in water levels on lhe property to the extent that the designed function of the water body and related surface water management improvements are damaged, not including aesthelic values. The designed function of a water body is identified in the original permit or olher governmental authorization issued for the construction of the water body. In cases where a permit was not required, the designed function shall be determined based on the purpose for the original construction of lhe water body (e.g. fill for construclion, mining, drainage canal, etc.) (2) Damage to agriculture, including damage resulting from reduction in soil moisture resulting from consumptive use; or (3) Land collapse or subsidence caused by reduction in water levels associated with consumptive use. Application Number: 090925-8 COLLIER COUNTY BOARD OF COUNTY COMMiSSIONERS December 17, 2009 Page 6 limiting Conditions 10. Permittee shall miligate harm to the natural resources caused by the permittee's withdrawais, as determined through reference to the conditions for permit issuance. When harm occurs, or is imminent, the District will require lhe permittee to modify withdrawal rates or mitigate the harm. Harm, as determined lhrough reference to the conditions for permit issuance includes: (1) Reduction in ground or surface waler levels that results in harmful lateral movement of the fresh water/salt water interface, (2) Reduction in water levels lhal harm lhe hydroperiod of wetlands, (3) Significant reduction in water levels or hydro period in a naturally occurring water body such as a lake or pond, (4) Harmful movement of contaminants in violation of state water quality standards, or (5) Harm to the natural system including damage to habitat for rare or endangered species. 11. If any condilion of the permit is violated, the permit shall be subject 10 review and possible modificalion, enforcement action, or revocation. 12. Authorized representatives of the District shall be permitted to enter, inspect, and observe the permitted system to determine compliance with special conditions. 13. The Permittee is advised that this permit does not relieve any person from the requirement to obtain all necessary federal, state, local and special district authorizations. 14. The permit does not convey any property right to the Permittee, nor any rights and privileges other lhan lhose specified in the Permil and Chapter 40E-2, Florida Administrative Code. 15. Permittee shall submit all data as required by the implementation schedule for each of the iimiting conditions to: SFWMD, Environmental Resource Compliance, P.O. Box 24680, West Palm Beach, FL 33416-4680. 16. The Permittee is advised lhat this Permit does not relieve the Permittee of complying with all county, state, and federal regulations governing these operations, maintenance, and reclamation of the borrow pit. 17. All dewatering water shall be retained on the Permittee's land. Oil-site discharge of dewatering ellluent shall not be made. 18. The excavation shall be constructed using sound engineering practice. If the excavation endangers the properties of adjacent owners through erosion, side wall collapse, etc., the Permittee shall cease operation upon notification by lhe District until a method 10 prevent such OCcurrences is found and instituted. 19. Permittee shall immedialely cease dewatering when conlinued dewatering would creale a condition hazardous to the health, safety, and general welfare of the people of the District. 20. Permittee shall be responsible for clearing shoaling if the Permittee's dewatering operation creales shoaling in adjacent water bodies. Application Number: 090925-8 COLLIER COUNTY BOARD OF COUNTY COMMiSSIONERS December 17,2009 Page 7 Limiting Conditions 21. Permittee shall comply with turbidity and general water quality standards for surface discharge into receiving streams, as established by Chapter 62-302, Florida Adminislrative Code. 22. Permittee shall not lower the water table below the following deplhs: 10.5 feet below land surface or -5.5 feel NGVD 23. A copy of the permit, ils limiting condilions, and dewalering plan is required 10 be kept on site at all times during dewatering operations by the lead contractor or site manager. 24. In the event of a declared water shortage, water withdrawal reductions will be ordered by lhe Districl in accordance with the Water Shortage Plan, Chapter 40E-21, FAC. The Permittee is advised lhat during ~ water shortage, pumpage reports shall be submitted as required by Chapter 40E-21, FAC. 25. At least 72 hours prior 10 inilial dewatering, the Permittee shall notify the Districllhat dewatering is about to commence and verify all precautions are in place prior to project commencing with pumping operation, including: A) The location and design of the recharge trenches and on-site retention areas where dewatering waler will be relained. B) The location of monitoring facililies, and C) Other appropriate site-specific issues reiated to the proteclion of the resource or other existing legal users. Failure oflhe permittee or his representative conlraclor to notify the District before dewatering is initiated will result in enforcement action. If necessary, the District shall conduct a site visit. Notification of commencement of dewatering can be made by conlacting: Scott Korf at 239-338-2929. 26. Dewatering is authorized by this permit for a duration of one year from the date provided to the Dislrict by the Permittee in accordance with lhe nolification requiremenls as stated in the Limiting Conditions of this permit. 27. The Permittee shall conduct dewatering activities in adherence to the following operating plan: The surface waler pumps to be used for dewatering are included as Exhibit 4. Dewatering will follow the dewatering plan as described in Exhibit 5 with cross-sections and routings provided in Exhibit 6. Application Number: 090925-8 COLLIER COUNTY BOARD OF COUNTY COMMiSSIONERS December 17, 2009 Page 8 limiting Conditions 28. The Permittee's monitoring plan shall be implemented as follows: The saline monitoring plan will consist of monitoring lhe chloride levels of lhe project groundwater effluent and the surface water at the LASIP main canal spreader lake. Chloride monitoring will be conducted on a daily basis. The results are to be recorded and maintained in an accessible iocalion on-site at all times and submitted to the District on a weekly basis. Groundwater effluent with chloride concenlrations between background and 200 milligrams per liter (mg/l) above background shall be stored within lhe canal system. Groundwater effluent with chloride concentrations between 200 and 600 mg/l above background shall be diverted downstream to the southern spreader lake. Dewatering activities will cease immediately and the District notified if chloride concentralions exceeding 600 mg/i above background level are encountered. Turbidily data shall be collected daily at the point of discharge and 100 feel upslream of the receiving water body. Turbidity data shall be recorded and maintained on-site in a log book at all times and submitted to the District on a weekly basis. Should lhe turbidity values exceed 29 nephelometric turbidity unils above background value, dewatering shall cease unlii the condition is rectified. Turbidity shall be monitored using a nephelometer following Florida Deparlment of Environmenlal Protection Standard Operating Procedure FT 1600. NOTICE OF RIGHTS As required by Sections 120.569(1), and 120.60(3), Fla. Stat., following is notice of the opportunities which may be available for administrative hearing or judicial review when the substantial interests of a party are determined by an agency. Please note that this Notice of Rights is not intended to provide legal advice. Not all the legal proceedings detailed below may be an applicable or appropriate remedy. You may wish to consult an attomey regarding your legal rights. RIGHT TO REQUEST ADMINISTRATIVE HEARING A person whose substantial interests are or may be affected by the South Florida Water Management District's (SFWMD or District) action has the right to request an administrative hearing on that action pursuant to Sections 120.569 and 120.57, Fla. Stat. Persons seeking a hearing on a District decision which does or may determine their substantial interests shall file a petition for hearing with the District Clerk within 21 days of receipt of written notice of the decision, unless one of the following shorter time periods apply: 1) within 14 days of the notice of consolidated intent to grant Of deny concurrently reviewed applications for environmental resource permits and use of sovereign submerged lands pursuant to Section 373.427, Fla. Stat.; or 2) within 14 days of service of an Administrative Order pursuant to Subsection 373.119(1), Fla. Stat. "Receipt of written notice of agency decision" means receipt of e~her written notice through mail, or electronic mail, or posting that the District has or intends to take final agency action, or publication of notice that the District has or intends to take finai agency action. Any person who receives written notice of a SFWMD decision and fails to file a written request for hearing within the timeframe described above waives the right to request a hearing on that decision. Filing Instructions The Petition must be filed with the Office of the District Clerk of the SFWMD. Filings with the District Clerk may be made by mail, hand-delivery or facsimile. Filings bye-mail will not be accepted. Any person wishing to receive a clerked copy with the date and time stamped must provide an additional copy. A petition for administrative hearing is deemed filed upon receipt during normal business hours by the District Clerk at SFWMD headquarters in West Palm Beach, Florida. Any document received by the office of the SFWMD Clerk after 5:00 p.m. shall be filed as of 8:00 a.m. on the next regular business day. Add~ional filing instructions are as follows: . Filings by mail must be addressed to the Office of the SFWMD Clerk, P.O. Box 24680, West Palm Beach, Florida 33416. · Filings by hand-delivery must be delivered to the Office of the SFWMD Clerk. Delivery of a petition to the SFWMO's security desk does not constitute filing. To ensure proper filing, it will be necessary to request the SFWMO's security officer to contact the Clerk's office. An employee of the SFWMD's Clerk's office will receive and file the petnion. · Filings by facsimile must be transmitted to the SFWMD Clerk's Office at (561) 682-6010. Pursuant to Subsections 28-106.104(7), (8) and (9), Fla. Admin. Code, a party who files a document by facsimile represents that the original physically signed document will be retained by that party for the duration of that proceeding and of any subsequent appeal or subsequent proceeding in that cause. Any party who elects to file any document by facsimile shall be responsible for any delay, disruption, or interruption of the electronic signals and accepts the full risk that the document may not be properly filed with the clerk as a result. The filing date for a document filed by facsimile shall be the date the SFWMD Clerk receives the complete document. Rev. 07/0112009 1 Initiation of an Administrative Hearing Pursuant to Rules 28-106.201 and 28-106.301, Fla. Admin. Code, initiation of an administrative hearing shall be made by written petition to the SFWMD in legible form and on 8 and 1/2 by 11 inch white paper. All petitions shall contain: 1. Identification of the action being contested, including the permit number, application number, District file number or any other SFWMD identification number, ff known. 2. The name, address and telephone number of the petitioner and petitioner's representative, if any. 3. An explanation of how the petitioner's substantial interests will be affected by the agency determination. 4. A statement of when and how the petitioner received notice of the SFWMD's decision. 5. A statement of all disputed issues of material fact. If there are none, the petition must so indicate. 6. A concise statement of the ultimate facts alleged, including the specific facts the petitioner contends warrant reversal or modification of the SFWMD's proposed action. 7. A statement of the specific rules or statutes the petitioner contends require reversal or modification of the SFWMD's proposed action. 8. If disputed issues of material fact exist, the statement must also include an explanation of how the alleged facts relate to the specific rules or statutes. 9. A statement of the relief sought by the petitioner, stating precisely the action the petitioner wishes the SFWMD to take with respect to the SFWMD's proposed action. A person may file a request for an extension of time for filing a petition. The SFWMD may, for good cause, grant the request. Requests for extension of time must be filed with the SFWMD prior to the deadline for filing a pemion for hearing. Such requests for extension shall contain a certificate that the moving party has consulted with all other parties concerning the extension and that the SFWMD and any other parties agree to or oppose the extension. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. If the District takes action wilh substantially different impacts on water resources from the notice of intended agency decision, the persons who may be substantially affected shall have an addilional point of entry pursuant to Rule 28-106.111, Fla. Admin. Code, unless otherwise provided by law. Mediation The procedures for pursuing mediation are set forth in Section 120.573, Fla. Stat., and Rules 28-106.111 and 28-106.401-.405, Fla. Admin. Code. The SFWMD is not proposing mediation for this agency action under Section 120.573, Fla. Stat., at this time. RIGHT TO SEEK JUDICIAL REVIEW Pursuant to Sections 120.60(3) and 120.68, Fla. Stat., a party who is adversely affected by final SFWMD action may seek judicial review of the SFWMD's final decision by filing a notice of appeal pursuant to Florida Rule of Appellate Procedure 9.110 in the Fourth District Court of Appeal or in the appellate district where a party resides and filing a second copy of the notice with the SFWMD Clerk within 30 days of rendering of the final SFWMD action. Rev. 07/0112009 2 Application Number: 090925-8 COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS December 17, 2009 Page 9 bc:Craig Boomgaard, P.G. C. Tears - 6862 P. McGary - 6861 Permit File S. Korf - 6861 WU Compliance - T. Schwetje - 6861 ADDRESSES Agnoli Barber & Brundage Inc Alln: Daniel W Brundage P E 7400 Tamiami Trail N Ste 200 Naples. FL 34104 Engineer, City of Naples Alln: Naples 735 Eighth St South Naples Naples. FL 34102 R25 R26 R27 R28 R29 R30 R31 R32 R33 R34 "," ... + T46 " t-I ,.' -f .t.j T47 , I i .--i- ~;. -:- , ,- ....,..-,. T48 T49 I -1--1 ..t__L -t -+-t--i .- -j -j -" i -j" -j -;. + T i -~ .+ , ' T51 -I"~ .--:""'l -" t I T52 '"t'-1 t-+--;. + +. i I ., t :;..~_.- M 'r" +--t ., i --t'. +- 'j Project Site :.~, ,,:3 ,:; COLLIER COUNTY, FLORIDA Legend _Application Application Sections Application Number: 090925-8 Permit Number: 11-03087-W N A ',"i" .1 <" 'T}i:,/:-__ ,i\\rit">. !-:}. co\. ,J'1 - t-- ;" c..~^-_.,-.....-.,.,,,\_,, '. \I!;,~ Map Date: 11/19/2009 .; ';0, ~ ~ }. ;" Project Name: LELY MANOR CANAL WEST OUTFALL NORTH SECTION 't." .'> '<iC, i o 10 20 Miles Exhibit: 1 ~ ". ~, - MYRTLE LN FOOT Rot 0412009 COLLIER COUNTY, FLORIDA N A Legend IZZJ Application Application Number: 090925-8 Permit Number: 11-03087-W Map Date: 11/19/2009 Project Name: LEL Y MANOR CANAL WEST OUTFALL NORTH SECTION o 1,750 3.500 , Exhibit: 2 F~l COLLIER COUNTY, FLORIDA Legend c:::J Application . Pumps Application Number: 090925-8 Permit Number: 11-03087-W Project Name: LEL Y MANOR CANAL WEST OUTFALL NORTH SECTION N A Map Date: 11/19/2009 o 700 1,400 , Exhibit: 3 F~l ~ Q) '" '" n. E :::l 0.. ~ ~ .. '0 ~ ~ lD 0:: g> " " 3 W ~ :is '" ,51 :;: .Sl -c: '" '" w ~ It) :; 0"" Q) 2:- -", I---~ 0.. N 0 W ~r::: E "'- ...l '" '" c: '" lD~ lD :::l ~ ~ 0 :> E :5 ~ Ul '" 'C ~ "'0 Q; 10 .5 ~ It) > N lRz W ~(2; 'c: - N '" '" n. .c: co '" 0:: .2 a. ::<0 :;:g 0 . c: 0 ;: ';: 0:: C> '" u W ~ c: :is .. .. ,51 :;: .Sl ~:S '" c '" :; .....'" " 2:- I--- ~ N f! 0 W "'..... E '" c: '" liiJ!! ~ 0 :> ~..... '" 'C ~ "'0 Q; E 'c ~ m .S It) > N It) W ~(2; 'c: ~~ N N N a. .c: co It) Z "? 0:: .2 a. :;:g- 0:: '" Q) co ,51 W lii c: :is ~ 'c: '" . a; 2:- -Q) It) '" :; co'" I--- ~ '" N 0 "'..... E "'- en ~ f! 0 :> ~..... '" c:'" Q)~ CI '" 'C ~ ~~ Q; E 'c ~ - ,- en It) > N It) '" W it ,- Q) '" :::l 0 N ~ ~ n. .c: co It) Z , 0:: ",co .2 ::<0 :;:g ;,; ~ ~ i5' ... ,., " 0.. ... .a 'C " > 0 .. .. C) ~ l'- .c 0 E ~ .. ~ Cl. C) c: - .. lD :::l 0 0 .. Z .. Cl. .c 0.. E 0 Cl. ... Z ,. Cl. 'u ~ ::i ~ .. :::l ~8. u .. " !!!. ~ c c: 0 .5 .. ~ 0.. .c: Ol .. 0 Ol~ l:' Cl. 0 '&it: c :::l .. ~ E! '; C) ",'" .. 0 ,., c ~ .. '" U X .. 0 ...l .. .. 0 ,. :> .. ~~ c.... - " 0.. Cl. 3: ;: ~ uWZ :::l - ~ U Cl. .. =Cl. .. .. ~-- Ul ~ i E E Cl.= ,!Il E E E E 0 > c: :::l.... 0 S .. .. u .. .. .. 0.... u " ~ :::l .:l.r :::l :::l ~ ~ .. :::l <( 0.. Z::e~ i5 0.. 0..1--- iii it Ul l1. l1. :> Ul Exhibit No: 4 Lely Manor Canal West Outfilll. North Section Dewatering Scenario The proposed canal excavation will be ac,complished by dewatering the canal length in two phases, Construction of the canal will begin firsl by construction of canal blocks at the westerly end of the canal and another easterly canal block at station 20+00 toward the middle of the project. Dewatering will then take place by pumping groundwater effluent upstream into the existing canal east of the blocks, After conshUction of the first phase, construction of the canal will continue with canal blocks at the easterly end of the canal at Rattlesnake HllI1Imock Road, Dewatering will then take place by pumping groundwater effluent upstream into the existing eanal north of US 41" The groundwater effluent will be clarified by use of hay bails and crushed stone sumps at each pump and stomge ofthe effluent in upstream canals, Ifnecessary, further clarification will be aceomplished by use of Baker Corp, or similar nitration systems prior to any required discharge downstream, Base on prior LASIP experienee no downstream discharge is anticipated, A saline monitoring plan is proposed and will consist of monitoring the chloride levels of the pl'Ojcct groundwater effluent and the background level of the surface water at the LASIP Naples Manor Outfall West Spreader Lake, Chloride monitoring will be conducted on a daily basis. The results are to be recorded and maintained in an accessible location on-site at all times, Ground water effluent with chloride levels between background and 200 PPM above background shall be stored within the canal system, Groundwater effluent with chloride levels between 200 PPM and 600 PPM above background shall be diverled downstream to the southern spreadel' lake, Dewatering activities will stop immediately and the SFWMD notified if chloride levels above 600 PPM above background level are encountered. The canal blocks will be removed and full canalllow restored at least 72 hOllrs prior to a forecast weather event in which 6 inches of rainfall or greater is predicted to occur, Refer to the dewatering permit site map for a schematic representation on the system, K:\7000\7599-J Lely Manor Canal Wesl\Correspondencts\ApplicBtiolls\Dewatering Permit\Lely Manor West Outfall dewatering sc-cnltJ925-8 Exhibit 5 ~rm! ~;'~~ :' ill 1.1, ii :1 ~~ t! 1--') \. f 1 ~ I , I ' .;111 i i ~: \1 !I 11 !i ;1 1 \1 ;1 ! I ,I ~ Ii i I j I , I 1 ,I , il ~ :, il ~ ~ ! ) II " i\ ," \1 \i Ii I l' ! " ,I i ! I I i .! I 1,1, . I;' Ii It\j !I OJ f~ ., . ) I ~~;, u I I~ :':: {~ I.. , Z L":': !'E: '."' I~ ~ 11' C' C-', , , I 1 I ~ [ilii is'' ~~ ~~ ~Q Cl ~!~ ; :<; "f;I Sl .. ~83 ~ Rl !' Q~ " ~ ~~; ~ Rl ~~~ " ~ . -HI -...~ ',~...., :', " 8 0?,e??-~ ~ ~ i II gj< . '" I - _ ~ "i! ~T i' UIU ~ i I II ~ ~! ~~ Q , ~ :~~ , ~ ~ I ~ .. ! ~ I l'l ~ ~ gl ~l a II: , ! . . DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEERS 1520 ROYAL PALM SQUARE BOULEVARD, SUITE 310 FORT MYERS, FL 33919 DEe 0 4 2009 REPLY TO ATTENTION OF December 4, 2009 0,-.:." South Permits Branch/Fort Myers Section SAJ-2002-02436 (MOD-LAE) Permit Modification - Lely Manor West Outfall - North Section Collier County Board of County Commissioners c/o John Vliet, Dir., Road Maintenance Department 2885 Horseshoe Drive South Naples, FL 34104 Attention Collier County BCC c/o John Vliet: The U.S. Army Corps of Engineers has completed the review and evaluation of your permit modification request received on October 13, 2009, in which you asked to revise the work authorized by Department of the Army permit number SAJ-2002- 02436. The project is located perpendicular to C.R. 951, 1 mile north of Rattlesnake Hammock Road in Section 15, Township 50S, Range 26E, Collier County, Florida in the area known as the Lely Area Stormwater Improvement Project ("LASIP"), The proposed modification is to conduct minor deviations to the alignment and configuration of previously-permitted storm- water improvements along 4,365 linear feet of the Lely Manor Canal West Outfall - North Section. The site is located in Sections 19 and 30, Township 50S, Range 26E, Naples, Collier County, Florida, The (center-point) site coordinates (NAD-83) are: 26.094461; -81.743273. The permit modifications account for a net increase in impacts to 2,5 acres of Waters of the United States via: a) discharge of an additional 28,666 cubic yards of fill to the surface water conveyance/ditch, and a 9,808 cubic- yard reduction in the volume of excavated materials in the surface water conveyance/ditch (net change of +18,858 cubic yards of material affecting an additional 2.73 acres); b) reduction in the volume of fill materials to wetlands (-0.09 acres/-l,601 cubic yards) and reduction in the volume of excavated material in wetlands (-0,14 acres/-4,652 cubic yards) The project modification results in a net reduction in direct impacts to wetlands of 0.23 acres; the net increase in impacts for the project (2.5 acres) is associated with additional fill to the surface water conveyance/ditch. Excavated materials will be utilized for fill to fulfill the project design plans; no off-site disposal is required, The modification must be -2-- completed in accordance with the attached plan sheets and special conditions. Special Conditions: 1, Fill Material: The Permittee shall use only clean fill material for this project, The fill material shall be free from items such as trash, debris, automotive parts, asphalt, construction materials, concrete block with exposed reinforcement bars, and soils contaminated with any toxic substance, in toxic amounts in accordance with Section 307 of the Clean Water Act. 2, The original permit conditioned that construction activities occur outside of the nesting season for the Bald eagle. This permit modification acknowledges the change in ESA status for the Bald eagle (de-listed); with respect to the Bald eagle conditions of the original permit, there are no enforceable seasonal constraints or contingencies with respect to the construction activities, Note that protections accorded by the Bald and Golden Eagle Protection Act remain valid ( http://www,fws,Qov/miqratorvbirds/baldeaqlehtm), The potential impacts of your proposal on the environment have been reviewed and found to be insignificant, The permit is hereby modified in accordance with your request. You should attach this letter to the permit; all other conditions of the permit remain in full force and effect. If you have any questions regarding the permit modification, please contact the project manager Linda A, Elligott at the letterhead address, by telephone at 239-334- 1975, Ext. 32 or by email at Linda.A.Elligott@usace.army,mil. Thank you for your cooperation with our permit program, The Corps Jacksonville District Regulatory Division is committed to improving service to our customers, We strive to perform our -3- duties in a friendly and timely manner while working to preserve our environment. Please complete our Customer Service Survey at: hltp:l/per2nwP,usacearmy,mil/survey,html, Your input is appreciated, BY AUTHORITY OF THE SEC,~TARY"O F,TH ,ARMY_; , ,,4/Q / k!J..:; ^-- (~/-------' ,- Alfred/ A Pan ana, Jr, Colonel, D,S. Army District Commander Copy: agent CESAJ-RD-PE g .. ",W m "'" .. .... lhN ~g;~ 0 giliz z 0 ~ i ~ ;:: '-'0 w" -< '" u 0 "" ~ "'4C ~E:: ~C,,) ~~ C/:}~ ~ ;? 0 C ~ 10 l.lJ ~~ci (/l 0 ~C~ a. 0 cr ~~3 ec 0- lL. :Il 0 "'4 "'4 g: ~ (/l z ~~~ Z <( U ...J ~~z ;; 0- I ~8 I Q.., :::J ~ i' , ..... C~ , L~_ C/:) E--. c5 ~ C/:} u ~ 6: g & ~ 'f :ij 1~i! ~ o a1so:.~ l I&.. .i5<~;s~ <",:';:~"N S ~~~~~~ .. ~~"'l3ii: f:!,~h;?' .. 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'C o ::>. .,., o 3 SECTION 01010 - SUMMARY OF WORK PART 1 - GENERAL 1.01 THE REQUIREMENT A, The WORK to be performed under this Contract consists of furnishing all materials, labor, and equipment necessary to construct the Project(s) as described and as shown in the Contract Documents, This includes, but is not limited to, all tools, supplics, manufactured articles, transportation, and scrvices likc fuel, power, water, and communications, etc, and performing all WORK, or other operations required for the fulfillment of the Contract in strict accordance with the Contract Documents, The WORK shall be complete, and all WORK, materials, and services not expressly indicated or called for in the Contract Documents which may be necessary for the complete and proper construction of the WORK in good faith shall be provided by the CONTRACTOR as though originally so indicated, at no increase in cost to the COUNTY, The completed Work will provide other incidental work in connection therewith all as indicated on drawings as though originally so indicated, at no increase in cost to the COUNTY. The CONTRACTOR shall complete construction of the WORK in its entirety in good faith and properly as indicated and to the prevalent industry standards, B, Wherever the term CONSULT ANT is uscd in these documents, it shall be construed to mcan the CONSULTANT retained by the COUNTY for design of this project. The PROGRAM MANAGER on this project will act as the COUNTY's Representative, C. Whenever a reference to number of days is noted, it shall be construed to mean calendar days, 1,02 WORK COVERED BY CONTRACT DOCUMENTS A, The WORK of this Contract comprises the construction of the LASIP Lely Manor Canal West Outfall (North Section) improvements as shown in the approved construction documents, The WORK may include but not be limited to site prcparation, carthwork, demolition, storm drainagc, maintenance travel-way construction, planting, and watering, 1.03 STANDARD SPECIFICATION A, Except as notcd, all materials and workmanship shall meet the requirements of the ---_.._~~,_......-.,.- latest editions of the following publications, as adopted by the authorities having jurisdiction over the project(s): I.COLLIER COUNTY WATER-SEWER DISTRICT UTILITIES STANDARDS MANUAL 2, The Florida Department of Transportation "Standard Specifications for Road and Bridge Construction, and its supplcments; 3, The Florida Department of Transportation "Roadway and Traffic Design Standards"; 4, The Florida Department of Transportation "Structures Standards" 5, Florida Building Code 6, National Electric Code and; any other 7, Local, State or Fedcral agency or publication setting standards for the work contractcd, 1.04 SITE INVESTIGATION A. The CONTRACTOR, by virtuc of signing the Agreement, acknowlcdges that it has satisfied itself to the nature and location of the WORK, the general and local conditions including, but not restricted to: those bcaring upon transportation; disposal, handling and storage of matcrials; access roads to the site; the conformation and conditions ofthe WORK area; and thc charactcr of equipmcnt and facilities needed prcliminary to and during the pcrformance of the WORK. Failure on thc part of the CONTRACTOR to completely or properly evaluate thc sitc conditions shall not be grounds for additional compensation or time, B. Soil boring information and subsurface invcstigation reports included in this manual are hcreby being furnished to thc CONTRACTOR for its gcneral information, Such data is not warranted to be correct; the CONTRACTOR, by virtue of signing the Agrcement, acknowledges that it has satisfied itsclf as to the naturc and extent of soil and (undcrground) watcr conditions on the projcct site, No additional payment will be made to the CONTRACTOR becausc of differenccs bctween actual conditions and those shown by the boring logs, 1,05 WORK BY OTHERS A, Concurrcnt work by Othcr CONTRACTORS, The CONTRACTOR'S attention is directed to the fact that WORK may bc conductcd at the site by other CONTRACTORS during the pcrformance ofthc WORK undcr this Contract. Thc CONTRACTOR shall conduct its opcrations so as to causc little or no delay to work of such other CONTRACTORS, and shall cooperate fully with such CONTRACTORS to providc continued safc access to thcir respcctive portions of thc sitc, as requircd to perform work undcr their rcspcctive contracts, B. Interfcrcnce with Work on Utilities, Thc CONTRACTOR shall cooperatc fully with all utility forccs of the COUNTY or forces of othcr public or privatc agencies engaged in thc relocation, altering, or otherwise rearranging of any facilities which interfere with the progress of the WORK, and shall schcdule thc WORK so as to minimize interference with said relocation, altering, or other rearranging of facilities, 1.06 WORK SEQUENCE A. The CONTRACTOR shall schedulc and perform the WORK in such a manner as to rcsult in the least possible disruption to the public's use of roadways, driveways, and utilitics, Utilities shall include but not be limitcd to watcr, sewcragc, drainage piping, structures, ditches and canals, gas, clectric, tclcvision and telcphone, Prior to commcncing with the WORK, CONTRACTOR shall perform a location invcstigation of existing underground utilities and facilitics in accordance with thc Section entitlcd "Protection of Existing Facilities" and shall havc obtained all rcquired permits and permissions, CONTRACTOR shall also dcliver writtcn notice (via ccrtificd mail and door hanging notification) to the COUNTY, PROGRAM MANAGER, CONSULTANT, and property occupants (private and public) of all planned disruption to roadway, drivcways, and utilities 72 hours in advance of disruption, For multi-family apartments or condominium complexcs, written notices of planned disruptions may bc directed to Condominium Association's Managemcnt Companies, Condominium Association's Board of Directors, Apartment Propcrty Managcrs or othcr property managing companics or individuals via certificd mail; for single family residents writtcn notices shall bc directed via door hangers, In addition, all notifications for planned disruptions shall bc coordinated with the COUNTY, PROGRAM MANAGER, and CONSULTANT. B. Becausc other projects will be connccted to portions of WORK constructcd as part of this project, it may be neccssary to sequcnce portions of this project. CONTRACTOR shall be responsible for coordinating construction activitics and tie-ins with CONTRACTORS of adjaccnt phases and scctions as required, C, CONTRACTOR shall sequence thc WORK so as to minimize impact on residents of properties affccted by thc projcct. CONTRACTOR shall notifY schools, Firc and Policc Departments, and the US Post Office 14 days prior to disruption of roadways, D, Ifthe projcct is to bc complcted with various Phascd substantial complctions, thcn the critcria to be uscd for phascd substantial completion will bc bascd on thc complction of signiticant rcquircments, For instance, a roadway shall bc considcrcd significantly complcte whcn all work is complete cxccpt for thc last lift of asphalt. E, In addition, thc following rcstrictions shall bc maintained: \, The CONTRACTOR shall provide a detailed phasing and Maintenance of Traffic planes), for review and approval by the COUNTY prior to the commencement of any construction activity(s), 2, The WORK shall be sequenced so that all testing procedures are performed and Certifications to Place into Operation arc obtained for the proposed water distribution system and stormwater management system prior to the construction ofthe proposed roadway improvements, Any roadway and landscape improvements shall be sequenced so that all proposed underground utilities are complete and tinal written acceptance by the COUNTY or the Utility Owner is obtained, 3, No two adjacent roadways may be under construction at the same time (i,e. construction shall be on alternating roadways, and every other roadway shall remain open for use), 4, In no case shall more than ten (10%) percent of all roadways (in street and avenues) and tcn (10%) percent of alleyways in a section be under construction at the same time, The CONTRACTOR shall make every effort to provide access to driveways at the end of each workday, \f a driveway is not accessible, the homeowner must have access to a neighboring swale area for temporary parking, When vehicular access to homes is not possible for parking of vehicles, a parking area for those residents shall be provided within one block of the furthest home affected, This condition is to be avoided whenever possible and shall last no longer than five (5) working days, The parking area location shall be determined by the CONTRACTOR, with the COUNTY'S approval. The CONTRACTOR shall lease property from the landowner(s), ifand as required, and will provide a compacted, graded parking surface in compliance with all jurisdictional authorities' requirements, 5, The CONTRACTOR shall not begin construction on subsequent roadways until the initial roadways under construction are substantially complete, A roadway shall be considered substantially complete when all work is complete except for the last lift of asphalt. All work on private property and landscaping must also be complete before a road is considered substantially complete, 6, Construction within the right of way of affected roads shall be scheduled so that all improvements are completed at once, and the residents arc only disrupted for one time period, This excludes water service plumbing work on private property which shall be scheduled after mains arc tested and accepted for connection by individual services, 7, All affected residents and property owners shall be notified in writing a minimum of two (2) weeks prior to any disruption to or construction in road right- of-ways adjacent to their homes, The notification shall also indicate any special parking or traffic conditions that will affect residcnts, Notification shall be in the form of ccrtified letters, 8, When a planned water service shutdown must be implemented during the routine course ofthe Work, the CONTRACTOR shall submit a written request to the Public Works Department a minimum of72 hours prior to the shutdown, Note that only the Public Utilities Department is authorized to shut-off water service and the CONTRACTOR must reeeivc affirmative verification (in writing) from the Public Utilities Department before proceeding with any work that requires a planned water service shutdown, Once the approval is procured, the CONTRACTOR shall coordinate its efforts to ensure that the shutdown is implemented at the time and place that the CONTRACTOR requires, In addition, the CONTRACTOR shall notity each affected Owner 1 Occupant of the impacted area in the form of a door hanger at cach affected property, no more than 48 hours prior to commencement of the planned water shut-down, 9, Acccss for emergency vehicles shall be maintained at all times to all homes or businesses, Excavations must be back- filled or barricaded at the end of each work day to prevent hazardous conditions, If a trench, excavation, or structure is to be left open, it must be covered with a steel plate and barricaded at the end of each workday or when work will be suspended for morc than eight (8) hours, 10, Transportation provisions for handicapped or disabled residents shall be made by the CONTRACTOR if construction prevents access to their homes, I I, The CONTRACTOR shall also make provisions with local bus, school bus, garbage collection, mail delivery, and other agencies for continuation of service, A traffie maintenance plan, indicating proposed street closings, schedules, and alternate routes which have been approved by the authority having jurisdiction, must be submitted to all affected agcncies for coordination of rerouting if and as necessary, 12, Materials and equipment shall be stored in a fenced or otherwise enclosed area during non-working hours, as defined in other sections of the speeifications, Pipe and material shall not protrude out along installation routes, E. Substantial Completion: Project Substantial Completion, as defined in the General Conditions, shall be achieved withinlSO Calendar days of the Notice-to-Proceed, F, Final Completion: Project Final Completion, as defmed in the General Conditions, shall be achieved within 210 Calendar days of the Notice-to-Proceed, 1,07 TRAFFIC CONTROL A, The CONTRACTOR shall submit a conceptual pedestrian and vehicular Traffic Control Plan at the Pre-Construction Conference, This preliminary plan shall identifY thc phases of construction that thc CONTRACTOR plans to proceed with and idcntifY traffic flows during cach phase, Thc CONTRACTOR will be required to submit a detailed plan showing each phase's Maintenancc and Protection Plan prior to starting construction of a particular phasc, B. Thc "Maintenance of Traffic" shall be preparcd in accordance with the latest adoptcd editions ofthc Florida Dcpartment of Transportation Standard Specification for Road and Bridgc Construction and the Collier County Utilities Standards Manual for Design and Construction, The Maintcnance of Traffic plan shall addrcss pedestrian traflic as well as vehicular traffic. As a minimum, the plan shall address thc following pedestrian requirements: I, A safe walk routc for all schools within the vicinity ofthc construction zone shall bc maintained during the arrival and dismissal of school. CONTRACTOR shall not block bus and/or automobile access to schools during school hours, 2, In the case that a designated crossing of any portion ofthc dcsignated walk route cannot be maintained, then the CONTRACTOR shall notifY the applicable "School Safety Coordinator" a minimum often (10) working days prior to ccasing that routc so that an alternatc route can bc cstablished with the School and thc Enforcing agency, 3, All WORK around both thc Bus Drop Off Arcas and Parcnt Drop Off Areas, shall bc fully coordinated with the School's Principal and/or rcprcscntativc, 4, It shall bc the responsibility ofthe CONTRACTOR for any ncccssary Construction, Pavement Marking and Signagc or any Pedcstrian Signalization andlor Signal Modification to accommodate an altcrnate safc walk routc, C, The CONTRACTOR, at all timcs, shall conduct the work in such a manner as to insurc the least obstruction to traffic as is practical. Convcnicncc of the gcncral public and ofthc residents adjacent to thc WORK shall be provided for in a satisfactory manncr, as dctcrmincd by the COUNTY. D, Sidcwalks, gutters, drains, fire hydrants and privatc drivcs shall, insofar as practical, be kcpt in condition for their intcnded uscs, F irc hydrants on or adjacent to the WORK shall bc kept opcrational and accessiblc to fire apparatus at all times, and no material or obstruction shall bc placcd within twcnty (20) fcct of any such hydrant. E, Construction matcrials storcd upon thc public strcet shall be placcd so as to causc as littlc obstruction to thc gcncral public as is rcasonably possible, Thc pcrmitted amount of storagc of matcrials in the Right-of-Way is rcstrictcd to a maximum of a two wcek supply of matcrials and the matcrials shall bc locatcd no furthcr than onc block away from its place of installation, F, Strccts shall not be closcd; the WORK must be conducted with the provision for a safe passageway for traffic at all times, The CONTRACTOR shall make all nccessary arrangemcnts with thc jurisdictional authority conccrning maintenance of traffic and selection of dctours requircd, G, All existing stop signs shall bc maintained, H, When permission has been grantcd by the COUNTY, to close an existing roadway, the CONTRACTOR shall furnish and crcct signs, barricades, lights, flags and other protectivc dcvices, which shall conform to the rcquiremcnts, and be subject to the approval ofthc jurisdictional agency, The CONTRACTOR shall furnish and maintain proper protcctive devices at such location for thc cntire timc of closure as the jurisdictional authority may dircct. Signage shall be affccted onc weck before closurc, T. The CONTRACTOR shall furnish a sufficient number of protective dcvices to protect and divert the vehicular and pedestrian traffic from working arcas closed to traffic, or to protcct any new work. Failure to comply with this requirement will result in the shutdown of the WORK until the CONTRACTOR provides the necessary protcction, Any timc traffic is divcrted for a pcriod oftimc that will exceed one work day; temporary pavcment markings will bc required, Existing pavcmcnt markings that conflict with thc new work zonc traffic pattern must be obliterated, Painting over cxisting pavcment markings (black out) shall not be pcrmittcd, 1. The CONTRACTOR may be rcquired to reposition existing traffic heads in order to maintain traffic flows at divertcd intersections, Ifthis should be ncccssary, the CONTRACTOR must submit a plan for approval showing the coursc of work and thc planned repositioning, Thc jurisdictional authority must approve the plan prior to implemcntation, No scparate payment for repositioning the existing traffic signal hcads will be madc, Thc cost of this work shall be includcd in the base bid pricc, 1.08 TRAFFIC IMPACT PLAN A. The CONTRACTOR shall submit a weckly Traffic Impact Plan to the COUNTY and PROGRAM MANAGER by Wcdnesday ofcach week to allow for notification of anticipated road closures to public entities located in and doing business in thc project area, The Traffic Impact Plan shall identify streets that are under construction and construction activities that may impact vchicular and pedcstrian traffic, 1,09 TEMPORARY STRIPING A, CONTRACTOR shall install temporary paint striping after thc fIrst and sccond lifts of asphalt, and maintain until the pcrmanent thcrmoplastic striping is installed, 1.10 WORK SCHEDULE A. Timc is of the essence in completing this projcct. Because time is ofthc cssence, the CONTRACTOR shall commit thc necessary rcsourccs to this project to complete it in a timely manner, Notc that a typical workday will bc based on hours bctween 7:30 am and 5:30 pm, Ifthc CONTRACTOR wishes to work longer hours than those specifIcd hercin, it shall rcquest so, in writing, by Friday of cach week, Work completed othcr than during regular working hours should bc casily observable by thc COUNTY and/or the CONSULTANT on thc subscqucnt day, If the CONTRACTOR proposcs to complctc work that will be "covcrcd up" after normal working hours, it shall reimburse thc COUNTY for costs associatcd with the obscrvation of such work. The Construction progrcss will be measurcd with the construction schedule submitted by the CONTRACTOR, Ifthc CONSULTANT and/or PROGRAM MANAGER dctcrminc that the CONTRACTOR does not mcct the CPM and/or time schcdule as specifIed in thc Scction entitled "Schcdules and Rcports", the CONTRACTOR will be rcquired to commit those resourccs necessary to ensurc the completion of the projcct in a timely manncr, All costs incurrcd to implement measures to complete thc WORK in a timely manncr will be bornc by the CONTRACTOR, B. SCHEDULE I, CONTRACTOR shall submit schcduling information for the WORK as required in thc Section entitled "Schedules and Reports", 2, No separate payment shall bc made for prcparation andlor revision(s) of the schcdulc, I,ll COMPUTATION OF CONTRACT TIME A. It is the CONTRACTOR'S responsibility to provide clear and convincing documentation to the PROGRAM MANAGER as to the effcct additional WORK will havc with respect to additional contract time extension rcquiremcnts, If additional quantities of WORK can bc carried out concurrcnt with other existing construction activitics without disrupting the critical path ofthc project thcn no contract timc cxtcnsion will be grantcd, The CONTRACTOR is obligatcd to provide documcntation to the CONSULTANT if additional clcments of WORK affect thc critical path ofthc projcct. If WORK sct forth in thc original scopc of thc projcct is deletcd, thc contract timc may be reduccd, This contract is a calendar day contract. While thc CONTRACTOR may be grantcd time to suspcnd WORK opcrations for vacations or holidays, thc contract timc will not bc suspended, During suspcnsions, the CONTRACTOR shall bc responsible for all maintenance of traffic and liability without additional compensation from the COUNTY, In addition, the CONTRACTOR shall comply with timely notice rcquirements as specified in the Contract Manual. 1.12 CONTRACTOR USE OF PREMISES A, Thc CONTRACTOR's use of the project site shall be limited to its construction operations, Storagc of materials will bc arranged for by the CONTRACTOR and a copy of an agreement for use of othcr property shall bc furnishcd to the PROGRAM MANAGER, Notc that staging areas of the project site arc limited to thc COUNTY'S right-of-way andlor easement. Other arcas rcquired for both material storage and a Ficld Office must be arranged and paid for by the CONTRACTOR, as part of its Basc Bid cost. 1.13 PRE-CONSTRUCTION CONFERENCE A. After the award of Contract and Notice to Proceed, a Pre-construction Conference will be held between thc CONTRACTOR, the PROGRAM MANAGER, the CONSULTANT, the COUNTY, other interestcd Agencies, rcpresentativcs of Utility Companies and others affectcd by the WORK, The timc and place of this confcrence will be sct by thc PROGRAM MANAGER, Thc CONTRACTOR shall bring to the conference a copy of its preliminary WORK schedule for rcview and commcnt by the PROGRAM MANAGER, the COUNTY, and the CONSULTANT, Thc schedule shall include sequences of operation and time schedule, The fmal schedule will be due as noted in thc Section entitlcd "Schedules and Reports", The WORK shall bc performed in accordance with such schedulc or approved amendments thereto, 1.14 UTILITY LOCATIONS A. To thc cxtent possible, all existing utility lines in the projcct area have been shown on the plans, However, the COUNTY, the PROGRAM MANAGER and/or the CONSULTANT do not guarantee that alllincs are shown, or that said lines are in thcir true location, It shall be the CONTRACTOR's rcsponsibility to identifY and locate all underground or overhead utility lines or cquipment affected by thc project. No additional paymcnt will be madc to the CONTRACTOR bccausc ofdiscrepancics in actual and plan location(s) of utilitics or damages suffcred as a result thereof of Iincs shown on the plans, B. The CONTRACTOR shall notify each utility companics involved at least thirty (30) days prior to the start of construction to arrange for positive underground loeation(s), relocation or support of its utility where that utility may be in conflict with or endangercd by the proposed construction, Rclocation of water mains or other utilities for thc convenience ofthe CONTRACTOR shall be paid for by the CONTRACTOR, All charges by utility companies for temporary support oftheir utilities and permanent utility relocations to avoid conflict shall be the responsibility of the CONTRACTOR and the utility company involved, C, The CONTRACTOR shall schedule and coordinate its WORK in such a manncr that it is not delayed by the utility companics relocating or supporting their utilitics, No compensation will be paid to the CONTRACTOR for any loss of time or dclay, D, All overhead, surface, or underground structures and/or utilities encountered are to be carefully protected from damage or displaccment. All damage to said structurcs and/or utilities is to be completely rcpaired within a rcasonablc time; needless delay will not be toleratcd, Thc COUNTY rcscrves the right to remcdy any damage by ordcring outside partics to make repairs at the cxpensc of the CONTRACTOR, All repairs made by the CONTRACTOR arc to be madc to the satisfaction of the Utility Owncr and shall bc inspectcd by a representativc of the Utility Owner and the COUNTY, E, Prior to excavation activitics, The CONTRACTOR shall rcasonably notify all utility owncrs, including in thc CITY of Naples, Collier County, Florida Power and Light, Embark (tclephone), Comcast (cable), gas, ctc as well as thc required agencics such as (Florida Onc Call), 1.15 LINE AND GRADE A, The CONSULTANT has provided vertical and horizontal control for layout of the WORK in the form ofbcnch marks and refcrence points located adjacent to the WORK. From thesc controls provided, the CONTRACTOR shall develop and make all dctailcd surveys nccdcd for construction and shall cstablish all working points, lincs, and elevations nccessary to perform the WORK. This survcying WORK shall be superviscd by a Professional Land Surveyor rcgistered in the Statc of Florida, B. All data must bc rcferenced to North American Datum (NAD) 83/90 and North American Vcrtical Datum (NGVD) 29 Datum in U,S, Survey Feet with a list of control points used; C. As-Built/Rccord Drawings arc to be prcparcd, signed and scalcd by a Florida Registered Profcssional Survcyor and Mappcr (P,S,M,), In addition, all measurcmcnts for the As-Built/Record Drawings nccd to be performcd under thc supcrvision of a Florida Registcred P,S,M, in accordancc with Florida Statutc Chaptcrs 177 and 472 and Chapter 61 G-17 of the Florida Administrative Codc, Thc As-Built/Record Drawings shall include and not bc limited to thc following: (1) All constructed improvcments; (2) Enough information to casily compare constructed fcaturcs to designed fcatures; (3) Electronic CAD (2000 or newer) file in Statc Plane Fl. East; (4) Shall be bascd on design drawing format (sheets, profiles, x-sections), 1.16 PROTECTION AND RESTORATION OF SURVEY MONUMENTS A, The CONTRACTOR shall carefully protect from disturbance all survey monumcnts, stakes and bcnch marks, whether or not established by it, and shall not remove or dcstroy any surveying point until it has becn properly witnessed by a representativc of the COUNTY. All major survey monuments that have been damaged by the CONTRACTOR such as section corners, 1/4 section corners; property corners or block control points shall be replaccd at the CONTRACTOR'S cxpcnse with markers of a sizc and typc approved by the CONSULT ANT, Thcir replacemcnt shall be undcr the supervision ofa Florida Registercd Land Surveyor. Thc CONTRACTOR shall document survey monuments prior to construction and submit the location and type of all markcrs to thc COUNTY, 1,17 EQUIPMENT A. All equipment necessary and required for the proper construction of all facilities shall be on the construction site, in frrst-class working condition, 1.18 STORAGE SITES A. Thc CONTRACTOR shall furnish, at its expense, properly zoncd areas suitable for field office, material storage and equipmcnt service and storage as defmed in othcr sections of thc spccifications including but not limited to Scction 0 I 026 - Measuremcnt and Payment. No material may be stored in the public right of way without prior authorization by the Authority Having Jurisdiction, Thc CONTRACTOR shall kcep thcse areas in a clean and ordcrly condition so as not to cause a nuisance or sight obstruction to motorists or pedestrians, 1,19 OWNERSHIP OF EXISTING MATERIALS A. All materials removed or cxcavated from the job site, whether specified in the documents or not, shall remain the property of the COUNTY until released by the PROGRAM MANAGER, at which time it shall become thc property ofthe CONTRACTOR, who shall dispose of it at no additional cost to the County in a manner, compliant with all applicable jurisdictional requircments, 1.20 EXCESS MATERIAL A. All vegetation, debris, concrcte, or other unsuitable matcrials, whether specified in the documents or not, shall be disposed of off-site by the CONTRACTOR at no additional costs to the COUNTY, Storage of unsuitable matcrials on site shall not be allowcd, All unsuitable materials are to be rcmoved from work site as they are generatcd, Any excess material desired to be rctained by the COUNTY shall be delivered by the CONTRACTOR to a designated area within a ] 5 mile radius ofthc project, at no extra cost to the COUNTY, 1.2] AUDIO-VISUAL PRECONSTRUCTION RECORD A. General: ], The CONTRACTOR shall engage thc services of a professional electrographer. The color DVD media shall be prcpared by a responsiblc commercial firm known to be skilled and regularly engaged in the business ofprcconstruction color audio vidco tape documcntation, The elcctrographer shall furnish to the CONSULTANT a list of all equipment to be used for the audio-video taping i,e" manufacturer's name, model number, specifications and othcr pertincnt information, Additional information to be furnishcd by the clectrographer are the names and addresses of two references that the electrographer has pcrformed color audio-video taping for on projects of a similar nature within the last 12 months, 2, Prior to beginning the WORK, the CONTRACTOR shall havc a multiple color DVD recordings taken along the entire lcngth ofthe project to serve as a record of preconstruction conditions, No construction shall begin prior to review and approval ofthc rccordings covering the construction area by the CONSULTANT. The CONSULT ANT shall have the authority to reject all or any portion ofthc DVD recording not conforming to the specifications and order that it be redone at no additional charge, The CONTRACTOR shall rcsehedule unacceptable coverage within five days aftcr being notified, The CONSULT ANT shall designate those areas, if any, to be omittcd from or added to the audio-video coverage, B. DVD Media: I, DVD media shall be new and of the 'gold' high durability format. DVD shall be 4,7 GB capacity with a minimum speed of 16x, DVD +R format, properly labcled with a commcrcial grade print-on surfacc, 2, The CONTRACTOR shall provide the PROGRAM MANAGER two complcte scts ofDVDs for cach of the project areas, C. Equipment: I, All equipment, accessories, materials, and labor to perform this service shall bc furnished by the CONTRACTOR, 2, Thc total DVD rccording systcm shall reproducc bright, sharp, clear pictures with accurate colors and shall be free from distortion, tcaring, rolls, or any other form of imperfection, The audio portion of the recording shall reproduce the commentary of the camera operator with proper volume and clarity and be frce from distortion and interruptions, 3, When conventional wheeled vehicles are used, the distance from the camera lens to the ground shall not be less than twelve feet. In some instances recording coverage may be required in areas not accessible by conventional wheeled vehicles, Such coverage shall be obtained by walking or special conveyance approved by the CONSULTANT, 4, The color video camera used in the recording system shall have a horizontal resolution of 300 lines at center, a luminance signal to noise ratio of 45 dB and a minimum illumination requirement of25 foot-candles, D, Recorded Information - Audio: 1, Each DVD shall begin with the current date, project name and municipality and be followed by the general location, i,e" name of street, house address, viewing side and direction of progress, The audio track shall consist of an original live recording, The recording shall contain the narrative commentary of the electrographer, recorded simultaneously with his fixed elevation video record of the zone of influence of construction, E, Recorded Information - Video 1, All video recordings must, by electronic means, display continuously and simultaneously generated with the actual transparent digital information to include thc date and time of recording, and station numbers as shown on the drawings, The date information shall contain the month, day and year, The time information shall contain the hour, minutes and seconds, Additional information shall be displayed periodically, Such information shall include, but not be limited to, project name, contract number, name of street, house address, direction oftravcl and the viewing side, This transparent information shall appear on the extrcme upper left hand third of the sercen, 2, All recording shall be done during times of good visibility, No recording shall be done during precipitation, mist, or fog, The recording shall only be done when sufficient sunlight is present to properly illuminate thc subjects of recording and to produce bright, sharp vidco recordings ofthose subjects, 3, The rate of speed of the vehicle used during taping shall not exceed 10 miles per hour. Panning, zoom-in, and zoom-out ratcs shall be sufficiently controlled to maintain a clear view of the object. 3, Recording coverage shall include all surface features located within the zone influcnee of construction supported by appropriate audio coverage, Such coverage shall includc, but not be limited to, existing driveways, sidewalks, curbs, pavements, ditches, mailboxes, landscaping, culverts, fences, signs, and headwalls within the area covered, Particular attention should be paid to thosc items outside or adjacent to thc work limits that may become damaged during construction, F, Payment: Compcnsation for the audio-video prcconstruction rccord shall be included in thc Base Bid pricc for Mobilization, 1,22 ADJUSTING EXISTING VALVES, METERS, CATCH BASINS, AND MAINTENANCE ACCESS STRUCTURES (j,c, MANHOLES) A. It shall be the CONTRACTOR'S responsibility to coordinatc and have all adjustmcnts made to existing water metcrs, valves, manholes and structures encountcred during construction, to mect all final gradcs, unless othcrwise instructed by thc CONSULTANT or the respectivc utility owner. All valves and maintenance acccss structures shall be acccssiblc during all phases ofthc WORK for cmergency acccss, Omission of such structures from the Contract Plans docs not relicve the CONTRACTOR from making such adjustments as may be deemed necessary, Cost for such work shall be includcd in the CONTRACTOR's Base Bid, 1.23 CONFLICTING STRUCTURES A. The CONTRACTOR shall abide by thc following criteria concerning conflicts between new drainage, watcr, or scwcr construction and existing utilities, 1, Thc CONTRACTOR shall verify thc location of all utilities suspected of bcing potential conflicts prior to ordcring drainage or sewer structures for thcsc locations and inform the CONSULT ANT as to its findings, 2, Thc CONSULT ANT shall have full authority to direct thc placcment of conflicting structurcs, the relocation of structurcs shown in the plans, and the addition, dclction, or relocation of any pipc shown in thc plans to tacilitate construction, expedite completion and avoid conflicts with existing utilities, 3. Wherc an existing utility is to pass through a conflicting structurc, the CONTRACTOR shall protect the utility from damagc by whatcver means the utility owncr and thc CONSULTANT decm ncccssary, 4, In no casc shall therc bc less than 6 inchcs betwecn any two (2) pipe lines within thc structure or bctween pipc lines and the structure, 1.24 ENVIRONMENTAL PROTECTION A. The CONTRACTOR shall furnish all labor and cquipment and perform all WORK required for the prevention of environmental pollution during and as a rcsult of the WORK undcr this contract. For the purpose of this contract, environmental pollution is dcfined as thc presence of chcmical, physical, or biological elements or agcnts which advcrsely affect human health or welfare; unfavorably altcr ecological balances of importance to human life, affcct other species of importancc to man, or dcgrade the utility ofthe environment for aesthctic and recreational purposes, Thc control of environmental pollution requires considcration of air, water, land and involves dust, noise, solid waste management, and management of radiant energy and radioactivc materials, as well as other pollutants, B. The CONTRACTOR shall take all steps necessary to protcct water quality in the connected waters around the projcct and shall utilize such additional measures as directed by the CONSULTANT, Silt screens shall not be removcd until the turbidity of the affected waters is equal to or lowers than thc ambient turbidity of undisturbcd segments of adjaccnt surface watcrs, C. All protection requircmcnts covered by this subsection shall be in compliance with all applicablc jurisdictional agcncy requiremcnts, 1.25 BASIS OF PAYMENT A. The CONTRACTOR's Professional Land Surveyor will measure all "As-built" quantities for payment and shall submit it to the PROGRAM MANAGER for review and approval in accordance with and in the manner set forth in Exhibit H, General Tcrms and Conditions, Article 4, PROGRESS PAYMENTS, In the event of disputcs as to quantity, thc PROGRAM MANAGER shall make the final determination; no additional compensation will bc made for surveying scrvices, This WORK shall be superviscd by a Florida Licensed Registered Profcssional Land Survcyor. B. Thc CONTRACTOR shall not be permitted to invoicc for quantitics of WORK bcyond those containcd in the contract and all previously approvcd change orders, Invoice for partial payment shall not be acceptcd by PROGRAM MANAGER as complete without the following: 1, Ccrtificate of paymcnt to subcontractors, 2, Updated Construction Schedulc, 3, Progress Photographs and or Aerial Photos 1.26 APPLICATION FOR PAYMENT FOR STORED MATERIAL A. The CONTRACTOR is hereby adviscd that the COUNTY will not pay for stored materials unless agrccd to in writing prior to submittal of the requcst for payment and accompanied by thc documentation sct forth in Exhibit H, Gencral Terms and Conditions, Article 4, PROGRESS PAYMENTS, 1.27 VIBRATORY COMPACTION A. The use of vibratory compaction equipment shall be limited to a total gross weight of three (3) tons, The use of vibratory equipmcnt shall be limited to compacting backfill of utility trenches and subgrade of roadways only, If approved in writing by the CONSULTANT, largcr vibratory compaction equipment may bc allowed if operatcd in a static modc only, Thc CONTRACTOR shall be responsible for all damages/claims rcsulting from its compaction activitics on the surrounding ncighborhood and its residents, 1.28 REPORTING OF DAMAGE CLAIMS A, The CONTRACTOR shall keep thc CONSULTANT and the PROGRAM MANAGER informcd of any damagc claims made against the CONTRACTOR during the construction period, All claims for automobile damage, property damage, and/or bodily injury shall be reportcd to the PROGRAM MANAGER within 24 hours ofrcceipt ofnoticc, Thc CONTRACTOR will conduct a timely investigation ofthc claim and dctcrmine if they will honor claim andlor report to their insurance carrier and provide periodic updates, cach quarter, until final disposition of claims, CONTRACTOR will advise the PROGRAM MANAGER in writing of its decision/refcrral to carrier. 1.29 PERMITS A. It shall be the CONTRACTOR's rcsponsibility, in accordance with Exhibit H, Gcneral Terms and Conditions, Article 17, PERMITS, LICENCES, AND TAXES, to sccure all permits of cvery description required to initiate and complete thc work under this Contract, cxccpt for permits that may have already becn obtained by thc COUNTY, B. Permits may include but not bc limited to thc following: I, SFWMD Dcwatcring Permit 2, Collier County Building Pcrmit(s) 3, Collicr County Right-of-Way Permit 4, (N,P,D,E,S,) Construction General Pcrmit C. Thc CONSULTANT will furnish signed and sealcd sets of Contract Documents for pcrmit use as rcquired, D, The CONTRACTOR shall furnish to thc PROGRAM MANAGER and the CONSULTANT copies of all permits prior to commenccment of work requiring permits, 1,30 SITE CONDITIONS A, The CONTRACTOR acknowledges that it has investigated prior to bidding and satisfied itself as to the conditions affecting the Work, including but not restricted to those bearing upon transportation, disposal, handling and storage of materials, availability oflabor, watcr, electric power, roads and uncertaintics ofwcather, rivcr stages, tides, watcr tables or similar physical conditions at the site, thc confoffi1ation and conditions of the ground, the charactcr of equipmcnt and facilitics nceded preliminary to and during prosecution of the Work, The CONTRACTOR further acknowledges that it has satisfied itself as to the charactcr, quality and quantity of surface and subsurfacc materials or obstacles to be encountcrcd insofar as this information is rcasonably ascertainable from an inspection ofthc sitc, or any contiguous site, as wcll as from information prcsentcd by the Drawings and Specifications made a part of this Contract, or any other information made availablc to it prior to rcceipt of Bids, Any failure by the CONTRACTOR to acquaint itself with the availablc information will not relicve it from rcsponsibility for estimating propcrly the difficulty or cost of successfully performing the Work, Thc COUNTY assumcs no responsibility for any conclusions or interpretations made by the CONTRACTOR on the basis ofthe information made availablc by thc COUNTY, 1.31 DIMENSIONS OF EXISTING FACILITIES A. Whcre the dimensions and locations of cxisting improvcments arc of critical importance in thc installation or conncction of new work, the CONTRACTOR shall verify such dimensions and locations in the field prior to the fabrication andlor installation of materials or cquipment which are depcndent on thc correctness of such information, PART 2 - PRODUCTS (Not Applicablc) PART 3 - EXECUTION (Not Applicable) END OF SECTION - SECTION 01026 - MEASUREMENT AND PAYMENT PART 1 - GENERAL 1.01 THE REQUIREMENT A, In accordance with Exhibit H, General Terms and Conditions, Article 4, PROGRESS PAYMENTS, payment for various items of the Bid Schedule, as further specified herein, shall include all compensation to be received by the CONTRACTOR for furnishing all tools, equipment, supplies, and manufactured articles, taxes, commissions, transportation and handling, bonds, insurance, overhead and profit and for all labor operations and incidentals appurtenant to the items of work being described. as necessary to complete the various items of the WORK all in accordance with requirements of the Contract Documents including all appurtenances thereto, and including all costs of permits and cost of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Requirements of the Occupational Safety and Health Administration of the U,S, Department of Labor (OSHA), No separate payment will be made for any item that is not specifically set forth in the Schedule of Prices Bid, Hence, all costs therefore shall be included in the prices named in the Schedule of Prices Bid for the various appurtenance items of the WORK, B, Payment for the various items of the Schedule of Prices Bid shall constitute full compensation for all professional and construction services to be provided by the CONTRACTOR as noted in the specifications, conceptual drawings, and any other components of this Design Criteria Package, C, No separate payment for WORK OR MATERIALS will be made unless specifically stated on the plans or directed by the COUNTY, All bid items include, but are not limited to the following tasks: MOBILIZATION 2 PROVIDE/MAINTAIN AS-BUILT PLANS 3 PROVIDE CONSTRUCTION SURVEYING AND LAYOUT 4 FLOATING TURBIDITY BARRIER 5 STAKED SILT FENCE (TYPE fII) 6 CLEARING AND GRUBBING (16,7 Ac,) 7 UN-CLASSIFIED EXCAVATION 8 ROCK EXCAVATION 9 EMBANKMENT 10 MAl NT, TRAVEL-WAY / ROAD BASE (6" LIMEROCK) II RIP RAP (RUBBLE)(lNCLUDES BEDDING STONE) 12 SODDING (BAHIA)(INCLUDES WATER, FERTILIZER & MOWING) 13 PLANTINGS (ABOVE SEASONAL HIGH WATER TABLE) 14 PLANTINGS (BELOW SEASONAL HIGH WATER TABLE) 15 GEOWEB ROAD (GEOWEB/SOlL INFILL/GEOTEXTILE SEPERATOR) 16 IS" CLASS III RCP (STORM SEWER)(ROUND SHAPE) 17 CLASS I CONCRETE (ENDW ALLS) 18 BOAT RAMPS (ARMORFLEX) 19 12" ADS PIPE 20 12" YARD DRAINS D. The CONTRACTOR's attention is called to the fact that the quotations provided for the various items on the Schedule of Prices Bid are intended to establish a GRAND TOTAL BASE BID AMOUNT for completing the WORK in its entirety. Should the CONTRACTOR feel that the cost for any item of WORK has not been established by the Schedule of Prices Bid in this Section, it shall include the cost for that Work in some other applicable bid item, so that its proposal for the project does reflect its total price for completing the WORK in its entirety. 2.0 End of Section 01031-1 SECTION 01031 - GENERAL PROJECT PROCEDURES PART 1 - GENERAL 1.01 THE REQUIREMENT A. The CONTRACTOR shall coordinate work of all trades and schedule elements of alterations and renovation work by procedure and methods to expedite completion of the WORK. B. In addition to demolition work specified in the section entitled "Demolition", the CONTRACTOR shall move and/or remove items necessary to provide access or to allow alterations and new work to proceed. Included in such items are: 1. Repair or removal of hazardous or unsanitary conditions. 2. Removal of abandoned items and items serving no useful purpose, such as abandoned piping, conduit and wiring, to the extent they interfere with new installations. 3. Removal of unsuitable or extraneous materials not marked for salvage, such as abandoned furnishings and equipment, and debris such as rotted wood, large rocks or boulders, rusted metals and deteriorated concrete, to the extent they interfere with new installations. 4. Cleaning of surfaces and removal of surface finished as needed to install new work and finishes. 5. Protection as required of existing trees to remain. 6. All existing underground utilities, to the extent they interfere with new installations. 7. Site storage for all existing benches, signals, light poles, fire hydrants, utilities /manhole covers and grates to be relocated. C. The CONTRACTOR shall patch, repair and refinish existing items to remain, to the specified condition for each material, with a workmanlike transition to adjacent new items of construction. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. All applicable sections of these Specifications. B. General Conditions. 1.03 ALTERATIONS, CUTTING AND PROTECTION A. The CONTRACTOR shall assign the work of moving, removal, cutting, patching and protection to trades qualified to perform the work in a manner to use least damage to each type of work, and provide means of returning surfaces to appearance of new work. B. The CONTRACTOR shall perform cutting and removal work to remove the minimum necessary, and in a manner as required, to avoid damage to adjacent work, including the cutting of finish surfaces such as paving, masonry, tile, plaster and/or metals, by methods to terminate surfaces in a straight line at a natural point of transition. C. Perform cutting and patching as specified in the section entitled "Cutting and Patching". D. Protect existing finishes, equipment, and adjacent work which are scheduled to remain, from damage. E. If, in the opinion of the COUNTY, patch and/or repair will not result in a like and kind preexisting condition, full replacement by the CONTRACTOR will be required at no additional cost to the COUNTY. PART 2 - PRODUCTS 2.01 PRODUCTS FOR PATCHING, EXTENDING AND MATCHING A. The CONTRACTOR shall comply with the following general requirements so that the work may be completed: 1. Provide the same products or types of construction as that in existing structure, as needed to patch, extend or match existing work. Generally the Contract Documents will not define products or standards of workmanship present in existing construction. Hence, the CONTRACTOR shall determine products and construction types in its inspection and any necessary testing, and workmanship by use of the existing as a sample of comparison. 2. Note that the presence of a product, finish, or type of construction, requires that the CONTRACTOR patch, extend and/or match as necessary to make the work complete and consistent with existing standards of quality. PART 3 - EXECUTION 3.01 PERFORMANCE A. The CONTRACTOR shall patch and extend existing work using skilled workers capable of matching existing quality of workmanship. Quality of patched or extended work shall be not less than that specified for new work. 3.02 DAMAGED SURFACES A. The CONTRACTOR shall patch and replace any portion of an existing finished surface which is found to be damaged, lifted, discolored, and/or shows other imperfections, with matching material. 1. Provide adequate support of substrate prior to patching the finish. 2. Refinish patched portions of painted or coated surfaces in a manner to produce uniform color and texture over entire surface. 3. When existing surface finish cannot be matched, refinish entire surface to the nearest intersections or the transition point/line as approved by the COUNTY. 3.03 TRANSITION FROM EXISTING TO NEW WORK A. When new work abuts or is finished flush with existing work, make a smooth and workmanlike transition. Patched work shall match existing adjacent work in texture and appearance so that the patch at transition is invisible at a distance of five feet. B. When finished surfaces are cut in such a way that a smooth transition with new work is not possible, terminate existing surface in a neat manner along a straight line at a natural line of division, and provide trim to or trim finished surfaces appropriately. 3.04 CLEANING A. Perform periodic and final cleaning as specified in the Section entitled "Cleaning". B. At completion of the work of each trade, clean area and make surfaces ready for work of successive trades. C. At completion of alterations work in each area, provide final cleaning and return space to a condition suitable for use. - END OF SECTION - SECTION 01045 - CUTTING AND PATCHING PART 1 - GENERAL 1.01 THE REQUIREMENT A. The CONTRACTOR shall be responsible for all cutting, fitting and patching, including attendant excavation and backfill, required to complete the work or to: 1. Make its several parts fit together properly. 2. Uncover portions of the work to provide for installation of ill-timed work. 3. Remove and replace defective work. 4. Remove and replace work not conforming to the requirements of the Contract Documents. 5. Remove samples of installed work as specified for testing. 6. Provide routine penetrations of nonstructural surfaces for installation of piping and electrical conduit. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. All applicable sections of the Specifications. B. General Conditions. 1.03 SUBMITTALS A. Submit a written request to the CONSULTANT or the COUNTY well in advance of executing any cutting or alteration which affects: 1. Work of the COUNTY or any other CONTRACTOR. 2. Structural value of integrity of any element of the project. 3. Integrity of effectiveness of weather-exposed or moisture-resistant elements or systems. 4. Efficiency, operational life, maintenance or safety of operational elements. 5. Visual qualities of exposed to view elements. B. Request shall include: 1. Identification of the project. 2. Description of the affected work. 3. The necessity for cutting, alteration or excavation. 4. Effect on work of the COUNTY or any other CONTRACTOR, or on structural or weatherproof integrity of the project. 5. Description of proposed work: a. Scope of cutting, patching, alteration, and/or excavation. b. Trades who will execute the work. c. Products proposed to be used. d. Extent of refinishing to be done. 6. Alternatives to cutting and patching. 7. Written permission of any other CONTRACTOR or property whose work will be affected. C. Should conditions of work or the schedule indicate a change of products from the original installation, the CONTRACTOR shall submit request for substitution as specified in the General Conditions. D. Submit written notice to the CONSULTANT or the COUNTY designating the date and time the work will be uncovered. PART 2 - PRODUCTS 2.01 MATERIALS A. Comply with specifications and standards for each specific product involved. PART 3 - EXECUTION 3.01 INSPECTION A. The CONTRACTOR shall inspect existing conditions of project, including elements subject to damage or to movement during cutting and patching. B. After uncovering the work, inspect conditions affecting installation of products, and/or performance of work. C. Report unsatisfactory and/or questionable conditions affecting installation of products, and/or performance of work, in advance of installation, and/or performance of work. 3.02 PREPARATION A. Provide adequate temporary support as necessary to assure structural value and/or integrity of affected portion of work. B. Provide devices and methods to protect other portions of project from damage. C. Provide protection from elements for that portion of the project which may be exposed by cutting and patching work, and maintain excavations free from water. 3.03 PERFORMANCE A. Execute cutting and demolition by methods which will prevent damage to other work, and will provide proper surfaces to receive installation of repairs. B. Execute excavating and backfilling by methods which will prevent settlement or damage to other work. C. Employ original Installer or Fabricator to perform cutting and patching for: 1. Weather-exposed or moisture-resistant elemenls. 2. Exposed to view finished surfaces. D. Execute fitting and adjustment of products to provide a finished installation to comply with specified product, functions, tolerances and finishes. E. Restore work which has been cut or removed; install new products to provide completed work in accordance with requirements of the Contract Documents. F. Fit work airtight to pipes, sleeves, ducts, conduit and other penetrations through surfaces. G. Refinish entire surfaces as necessa ry to provide an even finish to match adjacent finishes: 1. For continuous surfaces, refinish to nearest intersection or as approved by the COUNTY. 2. For an assembly, refinish entire unit. 3.04 MEASUREMENT AND PAYMENT A. There shall be no special measurement or payment for the work under this section, it shall be included in the unit price bid of any item requiring cutting and patching, including pavement restoration. - END OF SECTION - SECTION 01050 - FIELD ENGINEERING PART 1 - GENERAL 1.01 THE REQUIREMENT A. The CONTRACTOR shall provide and pay for field engineering and Survey services required for the project except as otherwise noted. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. All applicable sections of the Specifications B. General Conditions. 1.03 QUALIFICATIONS OF SURVEYOR OR ENGINEER A. Qualified engineer or registered Professional Land Surveyor, acceptable to the County. 1.04 SURVEY REFERENCE POINTS A. The CONSULTANT has provided reference points with horizontal and vertical control, located as shown on the plans. B. The CONTRACTOR shall locate and protect control points prior to starting site construction work, and preserve all permanent reference points during construction. 1. Make no changes or relocations without prior written notice to CONSULTANT. 2. Report to CONSULTANT and/or PROGRAM MANAGER when any reference point is lost or destroyed or requires relocation because of necessary changes in grades or locations. 3. The CONTRACTOR's surveyor shall replace project control points which may be lost or destroyed, based on the original survey control. 1.05 PROJECT SURVEY REQUIREMENTS A. CONTRACTOR's surveyor shall establish a minimum of two permanent bench marks on site, referenced to data established by survey control points. B. The CONTRACTOR shall establish lines and levels, locate and layout, by instrumentation and similar appropriate means: 1. Stakes for grading and fill placement. 2. Controlling lines and levels as required. C. From time to time, verify layouts by same methods. D. All data must be referenced to North American Datum (NAD) 83/90 and North American Vertical Datum (NGVD) 29 Datum in U.S. Survey Feet with a list of control points used; E. As-Built/Record Drawings are to be prepared, signed and sealed by a Florida Registered Professional Surveyor and Mapper (P.S.M.). In addition, all measurements for the As-Built/Record Drawings need to be performed under the supervision of a Florida Registered P.S.M. in accordance with Florida Statute Chapters 177 and 472 and Chapter 61 G-17 of the Florida Administrative Code. The As-Built/Record Drawings shall include and not be limited to the following: 1. All constructed improvements; 2. Enough information to easily compare constructed features to designed features; 3. Electronic CAD (2000 or newer) file in State Plane FI. East; 4. Shall be based on design drawing format (sheets, profiles, x-sections). F. Perform periodic surveying of the Contractor's work as necessary to check for conformance with the plans and specifications and prepare As-built survey of the finished work in accordance with Collier County standards. Note the Contractor is responsible for all construction stake out. 1.06 RECORDS A. The CONTRACTOR shall maintain a complete, accurate log of all control and survey work as it progresses. B. On completion of construction work, prepare a certified survey showing all dimensions, locations, and elevations of project. 1.07 SUBMITTALS A. Submit names and addresses of Professional Land Surveyor and Professional engineer retained for the project to the CONSULTANT. B. On request of CONSULTANT, submit documentation to verify accuracy offield engineering work. C. Submit certificate signed by Registered Engineer or Professional Land Surveyor certifying that elevation and locations of work are in conformance with Contract Documents. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) - END OF SECTION - SECTION 01060 - REGULATORY REQUIREMENTS & PERMITS PART 1 - GENERAL 1.01 THE REQUIREMENT A. The CONTRACTOR shall comply with all Federal, State, and local {Collier County} building codes, laws and/or ordinances as appropriate to the project, including but not limited to the following: 1. National Electric Code. 2. Florida Building Code. 3. Chapter 556, Florida Statutes, Underground Facility Damage Prevention and Safety Act. 4. Others as noted in the Section entitled "Summary of Work". 5. The Americans with Disabilities Act. B. The CONTRACTOR shall comply with regulations, rules, and directives of all agencies, boards, districts, and governmental authorities having jurisdiction. C. The CONTRACTOR shall obtain required permits and pay fees as well as associated costs for those permits for the project. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. All applicable sections of the Specifications. B. General Conditions. 1.03 MEASUREMENT AND PAYMENT A. The CONTRACTOR shall be reimbursed for permit fees in accordance with EXHIBIT H, General Terms & Conditions, Article 17, PERMITS, LICENCES AND TAXES B. There shall be no special measurement or payment for the work under this section; it shall be included as part of Base Bid Item No.1, under mobilization PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) - END OF SECTION - SECTION 01090 - REFERENCE STANDARDS PART 1 - GENERAL 1.01 THE REQUIREMENT A. Titles of Sections and Paragraphs: Captions accompanying specification sections and paragraphs are for convenience of reference only, and do not form a part of the Specifications. B. Applicable Publications: Whenever in these Specifications references are made to published specifications, codes, standards, or other requirements, it shall be understood that wherever no date is specified, only the latest specifications, standards, or requirements of the respective issuing agencies which have been published as of the date that the work is advertised for bids, shall apply; except to the extent that said standards or requirements may be in conflict with applicable laws, ordinances, or governing codes. No requirements set forth herein or shown on the Drawings shall be waived because of any provision of, or omission from, said standards or requirements. C. Specialists, Assignments: In certain instances, specification text requires (or implies) that specific work is to be assigned to specialists or expert entities, who must be engaged for the performance of that work. Such assignments shall be recognized as special requirements over which the CONTRACTOR has no choice or option. These requirements shall not be interpreted so as to conflict with the enforcement of codes and similar regulations governing the work; also they are not intended to interfere with local union jurisdiction settlements and similar conventions. Such assignments are intended to establish which party or entity involved in a specific unit of work is recognized as "expert" for the indicated construction processes or operations. Nevertheless, the final responsibility for fulfillment of the entire set of contract requirements remains with the CONTRACTOR. 1.02 REFERENCE SPECIFICATIONS, CODES AND STANDARDS A. Without limiting the generality of other requirements of the Specifications, all work specified herein shall conform to or exceed the requirements of applicable codes and the applicable requirements of the following documents. B. References herein to "Building Code" shall mean "Florida Building Code". Reference to "Uniform Building Code" shall mean Uniform Building Code of the International Conference of Building Officials (ICBO). Similarly, references to "Mechanical Code" or "Uniform Mechanical Code," "Plumbing Code" or "Uniform Plumbing Code," "Fire Code" or "Uniform Fire Code," shall mean Uniform Mechanical Code, Uniform Plumbing Code and Uniform Fire Code of the International Conference of the Building Officials (ICBO). "Electric Code" or "National Electric Code (NEC)" shall mean the National Electric Code of the National Fire Protection Association (NFPA). The latest edition of the codes as approved by the Municipal Code and used by the local agency as of the date that the WORK is advertised for bids, as adopted by the agency having jurisdiction, shall apply to the WORK herein, including all addenda, modifications, amendments, or other lawful changes thereto. C. In case of conflict between codes, reference standards, drawings and the other Contract Documents, the most stringent requirements shall govern. All conflicts shall be brought to the attention of the CONSULTANT for clarification and directions prior to ordering or providing any materials or furnishing labor. The CONTRACTOR shall bid to the most stringent requirements. D. The CONTRACTOR shall construct the work specified herein in accordance with the requirements of the Contract Documents and the referenced portions of those referenced codes, standards, and specifications listed herein. E. Applicable Standard Specifications: References in the Contract Documents to "Standard Specifications" or SSPWC shail mean the Standard Specifications for Public Works Construction, 1991 Edition. F. References herein to "OSHA Regulations for Construction" shall mean Title 29, Part 1926, Construction Safety and Health Regulations, Code of Federal Regulations (OSHA), including all changes and amendments thereto. G. References herein to "OSHA Standards" shall mean Title 29, Part 1910, Occupational Safety and Health Standards, Code of Federal Regulations (OSHA), including all changes and amendments thereto. H. Reference the section entitled "Summary of Work" for additional requirements. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) - END OF SECTION - SECTION 01152 - APPLICATIONS FOR PAYMENT PART 1 - GENERAL 1.01 THE REQUIREMENT A. The CONTRACTOR shall submit Applications for Payment to the PROGRAM MANAGER and CONSULTANT in accordance with schedule agreed to and as per the requirements laid out in Exhibit H, General TERMS & CONDITIONS, Article 4, PROGRESS PAYMENTS. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. General Conditions. B. All applicable sections of the Specifications. 1.03 FORMAT AND DATE REQUIRED A. Submit itemized applications in a Standard AlA Form G702 and G703 as provided in Exhibit 0 (FORM OF CONTRACTAPPLlCATION FOR PAYMENT and the continuation sheet entitled SCHEDULE OF VALUES). 1.04 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT A. Application Form: 1. Fill in required information, including that for Change Orders executed prior to date of submittal of application. 2. Fill in summary of dollar values to agree with respective totals indicated on continuation sheets. 3. Execute certification with signature of a responsible officer of Contract firm. B. Continuation Sheets: 1. Fill in total list of all scheduled component items of work, with item number and scheduled dollar value for each item. 2. Fill in the value in each column for each scheduled line item when work has been performed. 3. List each Change Order executed prior to date of submission, at the end of the continuation sheets. 1.05 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS A. When the CONSULTANT requires substantiating data, the CONTRACTOR shall submit suitable information, with a cover letter identifying: 1. Project. 2. Application number and date. 3. Detailed list of enclosures. 4. For stored products (if applicable): a. Item number and identification as shown on application. b. Description of specific material. 5. Other information as may be deemed necessary. B. Submit one copy of data and cover letter for each copy of application. 1.06 PREPARATION OF APPLICATION FOR FINAL PAYMENT A. Fill in Application form as specified for progress payments. B. Use continuation sheet for presenting the final statement of accounting as specified in Exhibit H, General TERMS & CONDITIONS, Article 6, FINAL PAYMENT 1.07 SUBMITTAL PROCEDURE A. Submit Applications for Payment to PROGRAM MANAGER at the times stipulated in Exhibit H, General TERMS & CONDITIONS, Article 4, PROGRESS PAYMENTS and on the schedule agreed to at the Pre-Construction Meeting B. Number: Six copies of each Application. C. When the CONSULTANT finds Application properly completed and correct, it will be Certified and transmitted to the County for payment to the CONTRACTOR. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) - END OF SECTION - SECTION 01200 - PROJECT MEETINGS PART 1 - GENERAL 1.01 THE REQUIREMENTS A. The CONSULTANT and/or the PROGRAM MANAGER shall schedule and administer preconstruction, bi-weekly progress and specialty meetings throughout the progress of the WORK. As a part of its duties, the PROGRAM MANAGER shall: 1. Prepare or have prepared agenda for meetings. 2. Make physical arrangements for meetings. 3. Preside at meetings. 4. Record or have recorded the minutes; include significant proceedings and decisions. 5. Timely reproduce and distribute copies of minutes after each meeting. a. To participants in the meeting. b. To parties affected by decisions made at the meeting, as deemed necessary. B. Representative of the CONTRACTOR, subcontractor and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. C. The CONSULTANT shall attend all meetings. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. All applicable sections of the Specifications. B. General Conditions. 1.03 PRE-CONSTRUCTION MEETING A. Schedule at the CONSULTANT's and/or the PROGRAM MANAGER's direction. B. Location: A central site, convenient for all parties, designated by the CONSULTANT and/or the PROGRAM MANAGER. C. Attendance: 1. The CONTRACTOR and its superintendent, major subcontractors and suppliers. 2. The CONSULTANT and/or the PROGRAM MANAGER and its professional consultants, as applicable. 3. Representatives of the County. 4. Others as requested by the CONTRACTOR, COUNTY, PROGRAM MANAGER and/or the CONSULTANT. D. Suggested Agenda: 1. Distribution and discussion of: a. List of major subcontractors and suppliers (by CONTRACTOR). b. Projected Construction Schedules (by CONTRACTOR). c. Shop drawings and other submittals (by CONTRACTOR). d. Traffic maintenance plan (by CONTRACTOR). e. Community Public Relations (by COUNTY & CONSULTANT and/or PROGRAM MANAGER) 2. Critical work sequencing (by CONTRACTOR). 3. Procurement of major equipment and materials requiring a long lead time (by CONTRACTOR). 4. Project Coordination (ALL PARTIES). a. Designation of responsible personnel. 5. Procedures and processing of: (by CONSULTANT and/or PROGRAM MANAGER) a. Field decisions. b. Proposal requests. c. Submittals. d. Change Orders. e. Applications for Payment 6. Adequacy of distribution of Contract Documents (by CONSULTANT and/or PROGRAM MANAGER) 7. Procedures for maintaining Record Documents (by CONSULTANT and/or PROGRAM MANAGER) 8. Use of premises (by CONSULTANT and/or PROGRAM MANAGER): a. Office, work and storage areas. b. County's requirements. 9. Construction facilities, controls and construction aids (by CONTRACTOR). 10. Temporary utilities (by CONSULTANT and/or PROGRAM MANAGER) 11. Safety procedures (by CONTRACTOR). 12. Security procedures (by CONTRACTOR). 13. Housekeeping procedures (by CONSULTANT and/or PROGRAM MANAGER) 1.03 PROGRESS MEETINGS A. Attend regular weekly meetings on a day established by the CONSULTANT and/or the PROGRAM MANAGER, as required. B. Hold called meetings as required by progress of the WORK. C. Location of the meeting: At location determined by the CONSULTANT and/or the PROGRAM MANAGER. D. Attendance: 1. The CONSULTANT and/or the PROGRAM MANAGER and its professional consultants as needed. 2. The CONTRACTOR and its subcontractors and suppliers, as required. 3. Governmental representatives as appropriate. 4. Others, as requested by the CONTRACTOR, COUNTY, PROGRAM MANAGER and/or the CONSULTANT. E. Suggested Agenda: 1. Review, approval of minutes of previous meeting (ALL PARTIES). 2. Review of work progress since previous meeting and two week look ahead schedule (by CONTRACTOR). 3. Field observations, problems, conflicts (ALL PARTIES) 4. Problems which impeded Construction Schedule (by CONTRACTOR, Resident Representative). 5. Corrective measures and procedures to regain projected schedule (by CONTRACTOR). 6. Review of off-site fabrication, delivery schedules (by CONTRACTOR). 7. Community Public Relations (ALL PARTIES) 8. Review submittal schedules; expedite as required (by CONSULTANT and/or PROGRAM MANAGER) 9. Pending changes and substitutions (by CONSULTANT and/or PROGRAM MANAGER, DESIGN ENGINEER) 10. Permit Status (ALL PARTIES). 11. Testing Status (by CONTRACTOR). 12. Payments to CONTRACTOR (CONSULTANT and/or PROGRAM MANAGER) 13. Other business PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) ~ END OF SECTION - SECTION 01311 - SCHEDULES AND REPORTS PART 1 - GENERAL 1.01 THE REQUIREMENT A. The CONTRACTOR shall plan, schedule, execute, report and accomplish the work under this contract using the Critical Path Method (hereinafter referred to as CPM), in calendar days, unless otherwise specifically provided in the Contract Documents. All schedules shall be prepared using Microsoft Project software. B. The primary objectives of the CPM scheduling requirements are: (1) to insure adequate planning and execution of the WORK by the CONTRACTOR; (2) to assist the COUNTY, CONSULTANT and/or the PROGRAM MANAGER in evaluating progress of the WORK; (3) to provide for optimum coordination by the CONTRACTOR of its trades, subcontractors and Suppliers, and of its WORK with the WORK and/or services provided by any other CONTRACTORS; (4) to permit the timely prediction or detection of events or occurrences which may affect the timely prosecution of the WORK; and (5) to provide a mechanism or tool for use by the COUNTY, CONSULTANT and/or the PROGRAM MANAGER, and the CONTRACTOR in determining and monitoring any actions of the CONTRACTOR which may be required in order to comply with the requirements of the Contract Documents relating to the completion of the various portions of the WORK by the Specific Dates specified in the Contract Documents. C. The CONTRACTOR is responsible for determining the sequence of activities, the time estimates of the detailed construction activities and the means, methods, techniques and procedures to be employed. The Construction Schedule shall represent the CONTRACTOR's best judgment of how it will prosecute the WORK in compliance with the Contract requirements. The CONTRACTOR shall ensure that the Construction Schedule is current and accurate and is properly and timely monitored, updated, and revised as the Project conditions and the Contract Documents may require. D. The CONTRACTOR shall consult with its principal subcontractors and suppliers relating to the preparation of its construction plan and Construction Schedule. Principal subcontractors shall receive copies of those portions of CONTRACTOR's Construction Schedule which relate to their WORK and shall be continually advised of any updates or revisions to the Construction Schedule as the WORK progresses. When the CONTRACTOR submits its Construction Schedule to the CONSULTANT and/or the PROGRAM MANAGER or makes any proposed updates or revisions to such Schedule, it will be assumed by the COUNTY and the CONSULTANT and/or the PROGRAM MANAGER that the CONTRACTOR has consulted with and has the concurrence of its principal subcontractors and suppliers. The CONTRACTOR shall be solely responsible for ensuring that all subcontractors and suppliers comply with the requirements of the Construction Schedule for their portions of the WORK. E. The CONTRACTOR shall provide the basic data relating to activities, durations and sequences to the CONSULTANT and/or the PROGRAM MANAGER as part of the CONTRACTOR's draft of the Construction Schedule. This data shall reflect the CONTRACTOR's actual construction plan for the Project, and shall fully comply with all requirements of the Contract Documents. F. When there are other CONTRACTORS working concurrently on the Project whose WORK must interface or be coordinated with the WORK of the CONTRACTOR, the CONTRACTOR shall coordinate its activities with the activities of the other CONTRACTORS and shall, prior to the submission of its Construction Schedule to the CONSULTANT and/or the PROGRAM MANAGER, obtain written approval of its Construction Schedule by the other CONTRACTORs. If the CONTRACTOR is unable to obtain such written approval by the other CONTRACTORs after its best efforts to do so, or if a conflict occurs that cannot be resolved by mutual agreement between the CONTRACTOR and any other CONTRACTOR, the CONSULTANT and/or the PROGRAM MANAGER shall make a determination of the schedule which shall be binding upon the CONTRACTOR and the other CONTRACTORs. G. It is understood and agreed that the Construction Schedule is to represent the CONTRACTOR's best plan and estimate for the WORK; however, the CONTRACTOR acknowledges that the Construction Schedule may have to be revised from time-to-time as progress proceeds. The CONTRACTOR further acknowledges and agrees that the COUNTY, the CONSULTANT and/or the PROGRAM MANAGER do not guarantee that: (1) The CONTRACTOR can start WORK activities on the "early start" or "late start" dates or complete WORK activities on the "early finish" or "late finish" dates shown in the schedule, or as same may be updated or revised; (2) The CONTRACTOR can proceed at all times in the sequence established by the utilization of only the resources and manpower it initially plans for the performance of the WORK; (3) The CONTRACTOR's Schedule will not have to be modified in order to obtain the agreement of any other CONTRACTORS to the schedule; or (4) The CONTRACTOR's Construction Schedule will not have to be modified or changed by direction of the CONSULTANT and/or PROGRAM MANAGER. Any changes, modifications or adjustments made by the CONTRACTOR to the Construction Schedule shall be in full compliance with all requirements of the Contract Documents. H. The CONTRACTOR acknowledges and agrees that its Construction Schedule must be flexible to accommodate and allow for its coordination with the operations of the COUNTY residents and/or the WORK of other CONTRACTORs relating to the Project. The CONSULTANT and/or PROGRAM MANAGER will review the CONTRACTOR's Construction Schedule for compatibility with the CITY operations and the WORK of other contractors. The CONTRACTOR agrees to hold meetings with the COUNTY, CONSULTANT and/or PROGRAM MANAGER and other CONTRACTORs to resolve any conflicts between the CONTRACTOR's Construction Schedule and the WORK of other CONTRACTORs. The CONTRACTOR agrees to fully cooperate with the operations of the COUNTY or other contractors to resolve such conflicts and to revise its Construction Schedule as reasonably required. I. To maintain the orderly progress of the WORK performed on the Project, the CONSULTANT and/or PROGRAM MANAGER shall have the right to determine, in its sole discretion, the priority between the WORK performed by the CONTRACTOR and the WORK of any other CONTRACTORS or the COUNTY's operations; this decision shall be final and binding upon the CONTRACTOR and shall not be a cause for extra compensation or an extension of time, except where an extension of time is granted because of a delay for which the CONTRACTOR is otherwise entitled to an extension under the Contract Documents. Provided, however, that this right shall not be exercised by the CONSULTANT and/or PROGRAM MANAGER unless: (1) the determination is necessary, in the opinion of the CONSULTANT and/or PROGRAM MANAGER because of Project conditions; and (2) The CONTRACTOR and any other contractors cannot otherwise agree upon such priority of schedule construed as relieving the CONTRACTOR of its obligation to cooperate with any other contractors on the Project. J. If CONTRACTOR's Construction Schedule indicates that the COUNTY or any other CONTRACTOR is to complete an activity or perform certain preceding WORK by a particular date, or within certain duration, the COUNTY and the CONSULTANT and/or PROGRAM MANAGER, or any other CONTRACTOR shall not be bound to said date or duration unless COUNTY expressly and specifically agrees in writing to same. The review and approval or acceptance by the COUNTY, CONSULTANT and/or PROGRAM MANAGER of the Construction Schedule or any other schedule or plan of construction of the CONTRACTOR, does not constitute an agreement by the COUNTY, CONSUL TANT and/or PROGRAM MANAGER of any start or finish date in the schedule or specific durations or sequences for activities of the COUNTY or any other CONTRACTOR; provided, however, that nothing herein shall be construed as modifying or changing, or excusing the performance of the CONTRACTOR of required portions of the WORK by the Specific Dates as set forth in the Contract Documents. K. The Specific Dates set forth in the Contract Documents represent only the major items of the WORK and may include interface dates with the operations of the COUNTY, the WORK of other contractors or others. Specific Dates are Contract requirements and are of the essence to this Contract and to the coordination of the WORK by the CONTRACTOR. Specific Dates represent the latest allowable start or completion time for those portions of the WORK to which each Specific Date relates. The Specific Dates are not intended to be a complete listing of all WORK under this Contract or of all interfaces with WORK performed by other contractors, the COUNTY or others. The CONTRACTOR shall determine the time requirements for all such interfaces and shall be responsible for planning, scheduling and coordinating the WORK in order to complete in accordance with those requirements. L. Acceptance by the COUNTY of the CONTRACTOR's Construction Schedule, or any revisions or updates thereto, is advisory only and shall not relieve the CONTRACTOR of the responsibility for accomplishing each portion of the WORK within each and every applicable Specific Date. Omissions and errors in the approved or accepted Construction Schedule, or any revisions or updates shall not excuse performance which is not in compliance with the Contract. Acceptance by the COUNTY in no way makes the COUNTY, CONSULTANT and/or PROGRAM MANAGER an insurer of the reliability, accuracy or feasibility of the Construction Schedule nor liable for time or cost overruns flowing from such omissions or errors. It is understood and agreed that the CONTRACTOR cannot rely upon any informal or constructive acquiescence or acceptance of the Construction Schedule by the COUNTY or CONSULTANT and/or PROGRAM MANAGER. M. Should the CONTRACTOR intend or plan to complete the WORK, or any portion thereof, earlier than any applicable Specific Date or the Contract Time, the CONTRACTOR shall give timely and reasonable notice of this fact to the CONSULTANT and/or PROGRAM MANAGER. The COUNTY shall have the sole discretion to agree to or reject such early completion plan by the CONTRACTOR. The COUNTY and the CONSULTANT shall have no duty or obligation to agree to, or to cooperate with the CONTRACTOR regarding any early completion plan or proposal by the CONTRACTOR and shall not be liable for any damages of the CONTRACTOR because of the rejection by the COUNTY of said plan. N. Unless otherwise specifically provided in the Contract Documents, the CONTRACTOR acknowledges that the COUNTY, CONSULTANT and/or PROGRAM MANAGER, and the CONSULTANT have contemplated in their planning and initial scheduling of the Project, and in their budgeting for professional services, that the WORK will be performed on a 5- day WORK week basis, utilizing a single 8-hour shift per day. The COUNTY and the CONSTRUCTION PROGRAM MANAGER shall have the sole discretion of approving or rejecting a variance in the WORK week, number of shifts, or shift length. Unless otherwise agreed by the COUNTY or the CONSTRUCTION PROGRAM MANAGER, the CONTRACTOR shall bear the cost of, and pay the COUNTY for additional staff and supervisory personnel, including but not limited to the services of the CONSULTANT and/or PROGRAM MANAGER and the CONSULTANT necessary to support any variance in the contemplated WORK week, number of shifts or shift length. 1.02 POST AWARD ACTIVITIES A. Upon receipt by CONTRACTOR of the Notice to Proceed, and until the Construction Schedule is approved by the CONSULTANT, the CONTRACTOR shall proceed with its WORK in accordance with the Preliminary schedule which was presented at the Pre- Construction Conference. B. Pre-Construction Conference: the CONTRACTOR shall, upon notification from the CONSUL TANT, attend the Pre-Construction conference. One agenda item at this meet will be an orientation session relating to the Schedules and Reports requirements for this Project. This orientation meeting is designed to review Contract milestones and construction sequence restraints to assist the CONTRACTOR in planning its WORK and in developing its Construction Schedule. The CONTRACTOR shall arrange for its project manager and superintendent, major subcontractors and suppliers, and any scheduling engineers that it may employ to attend the orientation session. Among other things, the CONSULTANT will review: the objectives of the Schedules and Reports requirements; the procedures and requirements for the preparation of the Construction Schedule and Schedule of Values by the CONTRACTOR; how the requirements of the Contact Documents will be monitored and enforced by the CONSULTANT; long-lead items and time requirements for WORK by Subcontractors will be identified. It is understood and agreed that the CONSULTANT has no authority to waive any requirements of the Contract Documents at this orientation meeting, and all requirements of the Contract Documents remain applicable to CONTRACTOR's WORK whether or not discussed at this session. C. Should the CONTRACTOR fail or refuse to attend the Pre-Construction Conference, the COUNTY shall have the right to terminate CONTRACTOR for default pursuant to the provisions of Exhibit H, General TERMS & CONDITIONS. 1.03 DRAFT OF CONSTRUCTION SCHEDULE A. Within fifteen (10) calendar days of the Notice of Award, (even though CONTRACTOR may not have completed subcontractor negotiations and executed subcontracts) the CONTRACTOR, in consultation with the PROGRAM MANAGER, shall complete a draft of its time scaled network graphic in accordance with Exhibit H, General Terms & Conditions, Article 3, SCHEDULE. 1. Except for procurement requirements, the CONTRACTOR shall differentiate activities of the Schedule so that no single activity shown has a duration longer than fourteen (14) calendar days, unless the PROGRAM MANAGER, in its sole discretion, accepts a longer duration for certain activities. 2. The Construction Schedule shall represent the CONTRACTOR's best judgment and intended plan for completion of the WORK in compliance with Specific Dates listed in the Contract Documents and the Contract Time. The Construction Schedule shall take into account all foreseeable activities to be accomplished by any other contractors, and interface dates with utility owners, the COUNTY's operations and others. The Construction Schedule shall anticipate all necessary manpower and resources to accomplish the activities within the durations set forth in the Construction Schedule. B. The PROGRAM MANAGER shall have the right to require the CONTRACTOR to modify any CONTRACTOR data or any portion of the CONTRACTOR's Construction Schedule, Schedule of Values or Recovery Schedule, as herein required, with the CONTRACTOR bearing the expense thereof, which the PROGRAM MANAGER reasonably determines to be: (1 )impracticable; (2) based upon erroneous calculations or estimates; (3) unreasonable; (4) required to ensure proper coordination by the CONTRACTOR of the WORK of its Subcontractors and with the WORK or services being provided by any other Contractors; (5) necessary to avoid undue interference with the owner's operations or those of any utility owners or adjoining property owners; (6) necessary to ensure completion of the WORK by the Specific Dates set forth in the Contract Documents; (7) required for the CONTRACTOR to comply with the requirements of the Contract Documents or (8) not in accordance with the CONTRACTOR's actual operations. 1.04 CONSTRUCTION SCHEDULE A. Prior to issuance of the Notice to Proceed (NTP), the CONTRACTOR shall provide the COUNTY and the CONSULTANT with a time-scaled graphic network of activities and computer listing of all activities included in the Construction Schedule (Baseline Schedule). B. The Construction Schedule shall consist of a time-scaled, detailed network graphic representation of all activities which are part of the CONTRACTOR's construction plan and an accompanying computerized mathematical analysis of these activities. The graphic network shall include, but not be limited to, the following information: 1. Project Name 2. Activities of completed WORK ready for use by next trade, the COUNTY, etc. 3. Activities relating to different areas of responsibility, such as subcontracted work which is distinctly separate from that being done by the CONTRACTOR directly; 4. Different categories of work as distinguished by craft or crew requirements; 5. Different categories of work as distinguished by equipment requirements; 6. Different categories of work as distinguished by materials; 7. Distinct and identifiable subdivisions of work such as structural slabs, Conveyance Piping, Drainage Structures, etc; 8. Locations of work within the Project that necessitates different times or crews to perform; 9. Outage schedules for existing utility services that will be interrupted during the performance of the work; 10. Acquisition and installation of equipment and materials 11. Material to be sorted on site; and 12. Specific Dates. C. For all major equipment and materials to be fabricated or supplied for the Project, the Construction Schedule shall show a sequence of activities including: 1. Preparation of Shop Drawings and sample submissions; 2. A reasonable time for review of Shop Drawings and samples or such time as specified in the Contract Documents: 3. Shop fabrication, delivery, and storage; 4. Erection or installation; and 5. Testing of equipment and materials. D. The Construction Schedule shall include late completion dates for the WORK that is no later than the required Specific Dates. The time-scaled graphic network shall be drawn based upon the early start dates of activities shown on the graphic. E. All activity durations shall be given in calendar days. 1.05 SCHEDULE OF VALUES A. Within ten (10) days after acceptance of the Construction Schedule by the COUNTY and CONSULTANT, the CONTRACTOR shall submit a Schedule of Values, allocating a dollar value for the activities on the Construction Schedule. The dollar value for each activity shall be the cost of the WORK of the activity including labor, materials, and pro rata contribution of General Condition requirements, overhead and profit. The sum of all activity costs shall equal the total Contract Sum. The CONTRACTOR shall revise the Schedule of Values as necessary to gain the acceptance of the CONSTRUCTION CONSULTANT and the COUNTY. B. The activity cost for the Schedule of Values shall be coded with a cost code corresponding to the trade, subcontractor or Supplier performing the WORK so that subtotals for each division of the WORK can be prepared. C. The Schedule of Values shall, in the best judgment of the CONTRACTOR, represent a fair, reasonable and equitable dollar (cost) allocation for each activity on the Construction Schedule. 1.06 CONTRACTOR CERTIFICATION OF SCHEDULE A. The CONTRACTOR shall include the following certification with its accepted schedule submittals: 1. "The undersigned CONTRACTOR certifies that the Construction Schedule which is comprised of the graphic network of activities displayed on the sheets dated and of the computerized mathematical reports dated is the CONTRACTOR's Construction Schedule as required by the Contract document; and that said Schedule is a true and accurate representation of its plan of construction for the WORK and fully complies with the requirements of the Contract Documents. The CONTRACTOR further certifies that it will prosecute the WORK in accordance with this Schedule, subject to any change therein which are implemented in accordance with the Contract Documents; and the undersigned acknowledges that this Schedule shall be the instrument by which progress of the WORK shall be monitored, and the CONTRACTOR certifies that it has fully complied with all of the requirements of the Contract Documents relating to coordination of said Schedule with other Contractors." 1.07 UPDATING OF CONSTRUCTION SCHEDULE/PROGRESS REPORTS A. On or about the dates specified but prior to the monthly Application for Payment, the CONTRACTOR shall arrange for its project manager and superintendent to meet at project site with the PROGRAM MANAGER to review CONTRACTOR's report of actual progress prepared by the CONTRACTOR. Said report shall set forth up-to-date and accurate progress data, shall be based upon the CONTRACTOR's best judgment and shall be prepared by the CONTRACTOR in consultation with all principal subcontractors and suppliers. B. The progress report of the CONTRACTOR shall show the activities or portions of activities, completed during the reporting period, the actual start and finish dates for these activities, remaining durations and/or estimated completion dates for activities currently in progress. C. The CONTRACTOR shall produce a computerized update work sheet for completion as a part of this process. D. The CONTRACTOR shall submit a narrative report with the updated progress analysis which shall include, but not be limited to a description of problem areas, current and anticipated delaying factors and their impact, explanations of corrective actions taken or planned, any newly planned activities or changes in sequence, and proposed logic for a Recovery Schedule, if required, as further described herein. The report shall also include: 1. A narrative describing actual WORK accomplished during the reporting period; 2. A list of major construction equipment used on the WORK during the reporting period and any construction equipment idle during the reporting period; 3. The total number of men by craft actually engaged in the WORK during the reporting period, with such total stated separately as to office, supervisory, and field personnel; 4. A manpower and equipment forecast for the succeeding thirty (30) days, stating the total number of men by craft, and separately stating such total as to office, supervisory and field personnel; 5. A list of CONTRACTOR supplied materials and equipment, indicating current availability and anticipated jobsite delivery dates; 6. Changes or additions to supervisory personnel since the preceding progress report. E. The CONTRACTOR will provide computer reports and monthly reports thereafter, in accordance with the following: 1. Schedule Reports: Initial and subsequent Schedule Reports will contain the following minimum information for each activity: a. Activity number, description and estimated duration in days; b. Early and late finish dates; c. Percentage of each activity competed as of each report; d. Remaining floaUdays behind schedule; e. Responsibility for activity. Actual start and finish dates shall be indicated for each activity, as appropriate. Dummies and completed activities will be omitted from remaining Float and Late Start Sorts. F. The CONTRACTOR shall be solely responsible for expediting the delivery of all materials and equipment to be furnished so that the progress of construction shall be maintained according to the currently accepted Construction Schedule for the WORK. The CONTRACTOR shall notify the PROGRAM MANAGER in writing, and in a timely and reasonable manner, whenever the CONTRACTOR determines or anticipates that the delivery date of any material or equipment to be furnished by the CONTRACTOR will be later than the delivery date indicated by the Construction Schedule, or required consistent with the completion requirements of this Contract, subject to schedule updates as herein provided. G. The CONTRACTOR shall ensure that the critical path runs through on-site activities and that off-site activity do not control the critical path of the Construction Schedule. 1.08 INITIAL PROGRESS PAYMENT A. The completed Construction Schedule, including the Schedule of Values, will be required for each Application for Payment. However, one initial provisional progress payment may be payable in the sole discretion of the COUNTY if it determines the CONTRACTOR is complying with these Schedules and Reports provisions during the development of the Construction Schedule and Schedule of Values as required herein. However, no more than one Application for Payment will be approved until all of the requirements of these Schedules and Reports provisions have been met. 1.09 RECOVERY SCHEDULE A. Should the updated Construction Schedule show at any time during CONTRACTOR's performance, in the sole opinion of the PROGRAM MANAGER, that the CONTRACTOR is fourteen (14) or more days behind schedule for any Specific Date, the CONTRACTOR shall prepare a Recovery Schedule at no additional cost to the COUNTY (unless the COUNTY is solely responsible for the event or occurrence which has caused the schedule slippage) explaining and displaying how the CONTRACTOR intends to reschedule its WORK to regain compliance with the Construction Schedule during the immediate subsequent pay period. B. If the CONTRACTOR believes that all of the time can be recovered during the subsequent pay period the CONTRACTOR will be permitted to prepare a Recovery Schedule as set forth below. However, if the CONTRACTOR believes it will take more than thirty (30) days to recover all of the lost time, it shall prepare and submit a request for revision to the Construction Schedule and comply with all of the requirements for a Schedule Revision. 1. The CONTRACTOR shall prepare and submit to the CONSULTANT a one- month maximum duration Recovery Schedule, incorporating best available information from subcontractors and others which will permit return to the Construction Schedule at the earliest possible time. The CONTRACTOR shall prepare a Recovery Schedule to the same level of detail as the Construction Schedule for a maximum duration of one month. This Recovery Schedule shall be prepared in coordination with other CONTRACTORs on the Project. 2. Within two (2) days after submission of Recovery Schedule to the PROGRAM MANAGER, the CONTRACTOR shall participate in a conference to review and evaluate the Recovery Schedule. Within two (2) days of conference, the CONTRACTOR shall resubmit the Schedule with revisions necessitated by the CONSULTANT's review for its PROGRAM MANAGER review and acceptance. The CONTRACTOR shall use the approved Recovery Schedule as its plan for returning to the Construction Schedule. 3. The CONTRACTOR shall confer continuously with the PROGAM MANAGER to assess the effectiveness of the Recovery Schedule. As a result of these conferences, the PROGAM MANAGER may require the CONTRACTOR to pertain the following: a. If the PROGAM MANAGER determines that the CONTRACTOR is still behind schedule, the PROGAM MANAGER may direct the CONTRACTOR to revise the schedule and comply with all of the requirements of a Schedule Revision as stated herein and the other requirements of the Contract Documents; however, nothing herein shall limit in any way the rights and remedies of the COUNTY and the PROGAM MANAGER as provided elsewhere in the Contract Documents. b. If the CONSTRUCTION PROGRAM MANAGER determines that the CONTRACTOR has successfully complied with provisions of the Recovery Schedule, the PROGRAM MANAGER may direct the CONTRACTOR to return to the use of the approved Construction Schedule. 1.10 SCHEDULE REVISIONS A. Should the CONTRACTOR desire to or otherwise be required under the Contract Documents to make modifications or changes in its method of operation, its sequence of WORK or the duration of the activities in the Construction Schedule, it shall do so in accordance with the requirements of the Contract Documents. Revisions to the approved Construction Schedule must be approved in writing by the PROGRAM MANAGER. B. The CONTRACTOR shall submit requests for revisions to the Construction Schedule to the CONSTRUCTION PROGRAM MANAGER, together with written rationale for revisions and description of logic for rescheduling WORK and maintaining the Specific Dates listed in the Contract Documents. Proposed revisions as acceptable to the PROGRAM MANAGER and the COUNTY will be incorporated into the next update of the Construction Schedule. The CONTRACTOR shall pay the COUNTY for costs incurred by the PROGRAM MANAGER for the revisions. C. If there are other Contractors in the vicinity of the Project, prior to the submission by the CONTRACTOR of its proposed revisions to the Schedule, it shall meet with and gain written approval of the other Contractors to make the revisions which shall be evidenced by the signatures of said Contractors on the proposed schedule revisions. If accepted by the CONSTRUCTION PROGRAM MANAGER and the COUNTY the revisions shall be binding upon the CONTRACTOR and all other Contractors on the Project. D. In submitting any schedule revision proposal to the PROGRAM MANAGER, the CONTRACTOR shall submit therewith the following certification: "The undersigned CONTRACTOR certifies that the proposed schedule revision to the Construction Schedule, which comprised of the graphic network of activities displayed on the sheets dated and of the computerized mathematical reports dated, is proposal for the CONTRACTOR's schedule revision to the Construction Schedule as required by the Contract Documents; and that said schedule revision is a true and accurate representation of its plan to complete the WORK, including all Change Orders that are in the CONTRACTOR's possession as of the foregoing date, and fully complies with the requirements of the Contract Documents. The CONTRACTOR further certifies that it will prosecute the WORK in accordance with this revised schedule, subject to any change therein which is implemented in accordance with the Contract Documents; and the undersigned certifies that it has met and coordinated with and obtained the approval of said schedule revision from all other CONTRACTORs, as evidenced by their signature thereon; and the CONTRACTOR further certifies that it has met and coordinated with and obtained the approval of said schedule revision by all other CONTRACTORs, as evidenced by their signature thereon; and the CONTRACTOR further certifies it has fully complied with all of the requirements of the Contract Documents relating to coordination of said Schedule with other CONTRACTORs." 1.11 FLOAT TIME A. Float or slack time associated with one chain of activities is defined as amount of time between the earliest start date and the latest start date, and/or between the earliest finish date and the latest finish date for such activities, as calculated as part of the Construction Schedule. Float or slack time shown on the Construction Schedule is not for exclusive use or benefit of the COUNTY. The CONTRACTOR specifically agrees that float time is to be used by the COUNTY and/or the CONSULTANT in conjunction with their review activities and/or to resolve for any modification of the Specific Dates and/or an extension of the Contract Time and/or a claim for additional compensation as a result of any Project related problem. B. At a minimum, the CONTRACTOR's schedule shall include a minimum of ten percent (10%) of the Project's calendar day duration of float time, through the critical path and throughout the Project duration. 1.12 CONTRACTOR'S ORGAN IZA TION A. The CONTRACTOR shall maintain as part of its organization, or hire a subcontractor with, a competent staff of sufficient size who are knowledgeable in the use, application and implementation of CPM as required by the Contract Documents. It shall be the responsibility of this staff to prepare input information for the Construction Schedule, monitor progress, provide input for updating and revising logic diagrams when necessary and otherwise assist the CONTRACTOR in fulfilling its obligations hereunder. 1.13 DEFAULT A. Failure of the CONTRACTOR to substantially comply with the requirements of this Section shall constitute a default by the CONTRACTOR of its obligations under this Contract and shall be sufficient cause for termination of CONTRACTOR under the General Terms & Conditions (Exhibit H, Article 18) of this Contract. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) - END OF SECTION - SECTION 01340 - SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PART 1 - GENERAL 1.01 THE REQUIREMENT A. This section specifies the means of all submittals. All submittals, whether their final destination is to the OWNER. CONSULTANT, or other representatives of the OWNER, shall be directed through the PROGRAM MANAGER. A general summary of the types of submittals and the number of copies required is as follows: Copies to the CONSULTANT Type of Submittal 8 Progress Schedule 8 Schedule of Payment Items 8 Shop Drawings 2 Certificates of Compliance 2 Warranties 2* Product Samples * Unless otherwise required in the specific section where requested. 1.02 SUBMITTAL PROCEDURES A. Transmit each submittal with a form acceptable to the CONSULTANT and/or PROGRAM MANAGER, clearly identifying the Project, the CONTRACTOR, the enclosed material, and other pertinent information specified in other parts of this section. Identify variations from the Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work. B. Revise and resubmit submittals as required, identify all changes made since previous submittals. Resubmittals shall be noted as such. C. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions. 1.03 RELATED WORK SPECIFIED ELSEWHERE A. All applicable sections of the Specifications. B. General Conditions. C. Designate in the construction schedule, or in a separate coordinated schedule, the dates for submission and the dates that reviewed Shop Drawings, Product Data and Samples will be needed. 1.04 PRODUCT DATA A. The CONTRACTOR shall prepare submittals as follows: 1. Identify submittal with a specific Specifications Section, where the product is specified. 2. Clearly mark each copy to identify pertinent products or models; delete portions not applicable to the project. 3. Show performance characteristics and capacities. 4. Show dimensions and clearances required. 5. Show wiring or piping diagrams and controls. B. In the case where Manufacturer's standard schematic drawings and diagrams are submitted the CONTRACTOR shall: 1. Modify drawings and diagrams to delete information which is not applicable to the work. 2. Supplement standard information to provide information specifically applicable to the WORK. 1.05 SAMPLES A. Where samples are required to be submitted for review and acceptance, these shali be of sufficient size and quantity to clearly illustrate: 1. Functional characteristics of the product with integrally related parts and attachment devices. 2. Full range of color, texture and pattern. 1.06 CONTRACTOR RESPONSIBILITIES A. The contractor shall inform in writing Shop Drawings, Product Data and Samples providers about submittal procedures, so that the submittal are prepared in orderly manners. B. The CONTRACTOR shall Review Shop Drawings, Product Data and Samples, and make sure that each package is identified with a specific Specifications Section, where the product is specified, prior to submission. C. Determine and verify: 1. Field measurements. 2. Field construction criteria. 3. Catalog numbers and similar data. 4. Conformance with specifications. C. Coordinate each submittal with requirements of the work and of the Contract Documents. D. Notify the PROGRAM MANAGER/CONSULTANT in writing, at time of submission, of any deviations in the submittals from the requirements of the Contract Documents. Failure to properly notify the PROGRAM MANAGER of the deviation, whether the submittal was approved or not, is cause for the owner's rejection and demand for its removal and replacement in conformance the Contract Documents at no additional cost to the owner. E. Begin no fabrication or work which requires submittals until return of submittals with the CONSULTANT's acceptance. 1.07 SUBMISSION REQUIREMENTS A. The CONTRACTOR shall furnish to the CONSULTANT and/or PROGRAM MANAGER for review, eight copies of each submittal. The term "Shop Drawing" as used herein shall be understood to include detail design calculations, shop drawings, fabrication and installation drawings, erection drawings, lists, graphs, catalog sheets, data sheets, and similar items. B. Normally, a separate transmittal form shall be used for each specific item or class of material or equipment for which a submittal is required. Transmittal of a submittal of various items using a single transmittal form will be permitted only when the items taken together constitute a manufacturer's "package" or are so functionally related that expediency indicates review of the group or package as a whole. A multiple-page submittal shall be collated into sets, and each set shall be stapled or bound, as appropriate, prior to transmittal to the CONSULTANT and/or PROGRAM MANAGER. C. Except as may otherwise be indicated herein, the CONSULTANT and/or PROGRAM MANAGER will return prints of each submittal to the CONTRACTOR with its comments noted thereon, within thirty (21) calendar days following their receipt by the CONSULTANT and/or PROGRAM MANAGER. It is considered reasonable that the CONTRACTOR shall make a complete and acceptable submittal to the CONSULTANT and/or PROGRAM MANAGER by the second submission of a submittal item. The COUNTY reserves the right to withhold monies due the CONTRACTOR to cover additional costs of the CONSULTANT's review beyond the second submittal. The CONSULTANT's maximum review period for each submittal, as well as all resubmittals, will be 21 days per submittal. In other words, for a submittal that required two resubmittals before it is complete, the maximum review period for that submittal could be 63 calendar days. D. If 3 copies of a submittal are returned to the CONTRACTOR marked FURNISH AS SUBMITTED, formal revision and resubmission of said submittal will not be required. E. If 3 copies of a submittal are returned to the CONTRACTOR marked FURNISH AS CORRECTED, formal revision and resubmission of said submittal will not be required. F. If a submittal is returned to the CONTRACTOR marked "REVISE AND RESUBMIT," the CONTRACTOR shall revise said submittal and shall resubmit the required number of copies of said revised submittal to the CONSULTANT and/or PROGRAM MANAGER. G. Fabrication of an item shall be commenced only after the CONSULTANT has reviewed the pertinent submittals and the returned copies to the CONTRACTOR are marked either "FURNISH AS SUBMITTED" or "FURNISH AS CORRECTED." Corrections indicated on submittals shall be considered as changes necessary to meet the requirements of the Contract Documents and shall not be taken as the basis for changes to the contract requirements. If the CONTRACTOR chooses to proceed with fabrication and/or shipment of any item prior to receipt of requisite acceptance, it does so at its own risk. H. All CONTRACTOR shop drawing submittals shall be carefully reviewed by an authorized representative of the CONTRACTOR, prior to submission to the CONSULTANT and/or PROGRAM MANAGER. Each submittal shall be dated, signed, and certified by the CONTRACTOR, as being correct and in strict conformance with the Contract Documents. In the case of shop drawings, each sheet shall be so dated, signed, and certified. No consideration for review by the DESIGN ENGINEER of any CONTRACTOR submittals will be made for any items which have not been so certified by the CONTRACTOR. All non-certified submittals will be returned to the CONTRACTOR without action taken by the CONSULTANT and/or PROGRAM MANAGER, and any delays caused thereby shall be the total responsibility of the CONTRACTOR. The DESIGN ENGINEER's review of CONTRACTOR's shop drawing submittals shall not relieve the CONTRACTOR of the entire responsibility for the correctness of details and dimensions. The CONTRACTOR shall assume all responsibility and risk for any misfits due to any errors in CONTRACTOR's submittals. The CONTRACTOR shall be responsible for the dimensions and the design of adequate connections and details. I. Shop Drawing Distribution: Shop drawings shall be reviewed by the DESIGN ENGINEER and marked either as "FURNISH AS SUBMITTED, "FURNISH AS CORRECTED," or "REVISE AND RESUBMIT." The distribution of processed shop drawings shall be as follows: 1. Shop drawings marked "FURNISH AS SUBMITTED" or 'FURNISH AS CORRECTED": a. Three (3) copies returned to CONTRACTOR b. Two (2) copies transmitted to the COUNTY c. Two (2) copies to remain with the CONSULTANT d. One (1) copy for the PROGRAM MANAGER. 2. Shop drawings marked "REVISE AND RESUBMIT": a. Two (2) copies returned to CONTRACTOR. b. Two (2) copies remain with the CONSULTANT. c. One (1) copy for the PROGRAM MANAGER. d. Three (3) copies to be discarded. L. Submittals shall contain: 1. The date of submission and the dates of any previous submissions. 2. The Project title and Project number. 3. Contract identification. 4. The names of: a. CONTRACTOR b. Supplier c. Manufacturer 5. Identification of the product, with the specification section number and/or drawing. 6. Field dimensions, clearly identified as such. 7. Relation to adjacent or critical features of the work or materials. 8. Applicable standards, such as ASTM or Federal Specification numbers. 9. Identification of deviations from the Contract Documents. 10. Identification of revisions on resubmittals. 11. An 8" x 3" blank space for CONTRACTOR and CONSULTANT's review stamps. 12. CONTRACTOR's stamp, initialed or signed, certifying to review of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the work and of the Contract Documents. 1.08 RESUBMISSION REQUIREMENTS A. Make any corrections or changes in the submittals required by the CONSULTANT and resubmit until approved. B. Shop Drawings and Product Data: 1. Revise initial drawings and/or data, and resubmit as specified for the initial submittal. 2. Indicate any changes which have been made other than those requested by the CONSULTANT. C. Samples: Submit new samples as required for initial submittal. 1.09 DISTRIBUTION A. The CONTRACTOR shall distribute reproduction of Shop Drawings and copies of Product Data which carry the CONSULTANTs stamp of approval to: 1. Job site file. 2. Record Documents file. 3. Other affected contractors. 4. Subcontractors 5. Supplier or Fabricator. B. The CONTRACTOR shall distribute samples which carry the CONSULTANT's stamp of approval. 1.1 0 CONSULTANT DUTIES A. Receive submittals from the CONSULTANT and/or PROGRAM MANAGER. B. Review submittals with reasonable promptness and in accord with schedule. C. Affix stamp and initials or signature, and indicate requirements for resubmittals, or acceptance of submittal. D. Return submittals to the CONSULTANT and/or PROGRAM MANAGER for forwarding to the CONTRACTOR. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) _..........,_.-._..,_.-,_. <-'~"~"'--~"'"""_'~"'-"""'_""______"H~"__',,_~_,,__. '_""'''_'___'____.'' - END OF SECTION - SECTION 01380 - CONSTRUCTION PHOTOGRAPHY PART 1 - GENERAL 1.01 THE REQUIREMENT A. The CONTRACTOR shall employ a competent photographer, as approved by the County, to take construction record aerial photographs on a monthly basis during the course of the work. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Summary of Work. B. Project Record Documents. 1.03 PHOTOGRAPHY REQUIRED A. Provide aerial photographs taken on cutoff date for each scheduled application for Payment and digital photography as delineated hereinafter. B. Provide five prints of each view. C. Negatives. 1. Remain property of photographer. 2. Require that photographer maintain negatives for a period of two years from Date of Substantial Completion of the entire Project. 3. Photographer shall agree to furnish additional prints to the COUNTY and the CONSULTANT at commercial rates applicable at time of purchase. 1.04 COSTS OF PHOTOGRAPHY A. The CONTRACTOR shall pay costs for specified aerial photography and prints, the cost of which shall be included in the bid items of the Schedule of Price Bid. No separate payment will be made to the CONTRACTOR for construction photography. Parties requiring additional photography or prints will pay photographer directly. PART 2 - PRODUCTS 2.01 PRINTS A. Color: 1. Paper: Single weight, color print paper. 2. Finish: Smooth surface, glossy. 3. Size: 8-inch x 10-inch. B. Identify each print on back, listing: 1. Name of Project. 2. Specific Location. 3. Date and time of exposure. 4. Name and address of photographer. 5. Photographer's numbered identification of exposure. PART 3 - EXECUTION 3.01 TECHNIQUE A. Factual presentation. B. Correct exposure and focus. 1. High resolution and sharpness, minimum of 300 pixels-per-inch (ppi). 2. Maximum depth-of-field. 3. Minimum distortion. 3.02 VIEWS REQUIRED A. Monthly digital photograph from locations that adequately illustrate condition of construction and state of progress. B. Photographs shall include aerial photograph showing the entire construction area. 3.03 DELIVERY OF PRINTS A. Delivery of prints to the CONSULTANT and/or PROGRAM MANAGER to accompany each Application for Payment. B. Distribution of prints, as soon as processed, is anticipated to be as follows: 1. COUNTY (one set). 2. PROGRAM MANAGER (one set) 3. CONTRACTOR (one set). 4. CONSULTANT (two sets). 3.04 MEASUREMENT AND PAYMENT A. There shall be no special measurement or payment for the work under this section; it shall be included in the base bid price as part of MOBILIZATION. - END OF SECTION - SECTION 01400 - QUALITY CONTROL PART 1 - GENERAL 1.01 THE REQUIREMENT A. Specific quality control requirements for the WORK are indicated throughout the Contract Documents. The requirements of this Section are primarily related to performance of the WORK beyond furnishing of manufactured products. The term "Quality Control" includes inspection, sampling and testing, and associated requirements. 1.02 INSPECTION AT PLACE OF MANUFACTURE A. Unless otherwise indicated, all products, materials, and equipment shall be subject to inspection by a COUNTY Representative at the place of manufacture. B. The presence of the COUNTY Representative at the place of manufacturer, however, shall not relieve the CONTRACTOR of the responsibility for furnishing products, materials, and equipment which comply with all requirements of the Contract Documents. Compliance is a duty of the CONTRACTOR, and said duty shall not be avoided by any act or omission on the part of the CONSULTANT. 1.03 SAMPLING AND TESTING A. Unless otherwise indicated, all sampling and testing shall be in accordance with the methods prescribed in the current standards of the ASTM, as applicable to the class and nature of the article or materials considered; however, the COUNTY reserves the right to use any generally-accepted system of sampling and testing which, in the opinion of the CONSULTANT will insure the COUNTY that the quality of the workmanship is in full accord with the Contract Documents. B. Any waiver by the COUNTY of any specific testing or other quality assurance measures, whether or not such waiver is accompanied by a guarantee of substantial performance as a relief from the specified testing or other quality assurance requirements as originally specified, and whether or not such guarantee is accompanied by a performance bond to assure execution of any necessary corrective or remedial WORK, shall not be construed as a waiver of any requirements of the Contract Documents. C. Notwithstanding the existence of such waiver, the CONSULTANT reserves the right to make independent investigations and tests, and failure of any portion of the WORK to meet any of the requirements of the Contract Documents, shall be reasonable cause for the CONSULTANT to require the removal or correction and reconstruction of any such work in accordance with the General Conditions. 1.04 SITE INVESTIGATION AND CONTROL A. The CONTRACTOR shall verify all dimensions in the field and shall check field conditions continuously during construction. The CONTRACTOR shall be solely responsible for any inaccuracies built into the Work due to its failure to comply with this requirement. B. The CONTRACTOR shall inspect related and appurtenant Work and shall report in writing to the CONSULTANT and/or PROGRAM MANAGER any conditions which will prevent proper completion of the Work. Failure to report any such conditions shall constitute acceptance of all site conditions, and any required removal, repair, or replacement caused by unsuitable conditions shall be performed by the CONTRACTOR, at its expense, within the scope of the Project. 1.05 OBSERVATION AND TESTING A. The COUNTY will employ and pay for the services of an independent testing laboratory for specified testing as specified by the CONSULTANT as noted in the Section entitled "Testing Laboratory Services". B. The work or actions of the testing laboratory shall in no way relieve the CONTRACTOR of its obligations under the Contract. The laboratory testing work wiil include such observations and testing required by the Contract Documents, existing laws, codes, ordinances, etc. The testing laboratory will have no authority to change the requirements of the Contract Documents, nor perform, accept or approve any of the CONTRACTOR's Work. C. The CONTRACTOR shall allow the CONSULTANT and/or PROGRAM MANAGER and CONSULTANT ample time and opportunity for field observation and testing materials and equipment to be used in the Work. The CONTRACTOR shall advise the CONSULTANT and/or PROGRAM MANAGER promptly upon placing orders for materials and equipment so that arrangements may be made, if desired, for observation before shipment from the place of manufacture. The CONTRACTOR shall at all times furnish the COUNTY and its representatives, proper time for inspecting and testing materials, equipment, and workmanship. The CONTRACTOR must anticipate that possible delays may occur in the execution of its work due to the necessity of materials and equipment being inspected and accepted for use. The CONTRACTOR shall furnish, at its own expense, all samples of materials required by the CONSULTANT for testing, and shall make its own arrangements for providing water, electric power, or fuel for the various observations and tests of structures, equipment, and appurtenances. D. The COUNTY will bear the cost of all tests, observations, or investigations undertaken by order of the CONSULTANT for the purpose of determining conformance with the Contract Documents if such tests, observations, or investigations are not specifically required by the Contract Documents, and if conformance is ascertained thereby. Whenever nonconformance is determined by the COUNTY as a result of such tests, observations, or investigations, the CONTRACTOR shall bear the full cost of any additional tests and investigations, which are ordered by the COUNTY to ascertain subsequent conformance with the Contract Documents. 1.06 RIGHT OF REJECTION A. The CONSULTANT and/or PROGRAM MANAGER, acting for the COUNTY, shall have the right, at all times and places, to reject any articles or materials to be furnished hereunder which, in any respect, fail to meet the requirements of the Contract Documents, regardless of whether the defects in such articles or materials are detected at the point of manufacture or after completion of the Work at the site. If the COUNTY or its representative, through an oversight or otherwise, has accepted materials or Work which is defective or which is contrary to the Contract Documents, such materials, no matter in what stage or condition of manufacture, delivery, or erection, may be subsequently rejected by the COUNTY. B. The CONTRACTOR shall promptly remove rejected articles or materials from the site of the Work after notification of rejection. All costs of removal and replacement of rejected articles or materials as specified herein shall be borne by the CONTRACTOR. 1.07 OTHER CONSTRUCTION CONSIDERATIONS A. Cutting and Patching: The CONTRACTOR shall perform all cutting and patching of the Work that may be required to make its several parts come together properly and fit it to receive or be received by such other work as specified in the Section entitled "Cutting and Patching". B. Weather Conditions: Work that may be affected by inclement weather shall be suspended until proper conditions prevail. In the event of impending storms, the CONTRACTOR shall take necessary precautions to protect all work, materials and equipment from exposure. If requested by the CONSULTANT and/or PROGRAM MANAGER, the CONTRACTOR shall submit a preparedness plan for review and approval by the CONSULTANT and/or PROGRAM MANAGER. The CONTRACTOR shall include one day per month for weather conditions. 1. Contractor shall submit during the Pre-Construction Meeting a "Storm Preparedness Plan" to the COUNTY, CONSULTANT and/or PROGRAM MANAGER. C. Fire Protection: The CONTRACTOR shall take all necessary precautions to prevent fires at or adjacent to the Work, including its own buildings and trailers. Adequate fire extinguishers and hose line stations shall be provided throughout the work area. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION 3.01 INSTALLATION A. Inspection: The CONTRACTOR shall inspect materials or equipment upon the arrival on the job site and immediately prior to installation, and reject damaged and defective items. B. Measurements: The CONTRACTOR shall verify measurements and dimensions of the WORK, as an integral step of starting each installation. C. Manufacturer's Instructions: Where installations include manufactured products, the CONTRACTOR shall comply with manufacturer's applicable instructions and recommendations for installation, to whatever extent these are more explicit or more stringent than applicable requirements indicated in the Contract Documents. - END OF SECTION - SECTION 01410 - TESTING LABORATORY SERVICES PART 1 - GENERAL 1.01 THE REQUIREMENTS A. The COUNTY will employ and pay for the services of an Independent Testing laboratory to perform certain specified testing. All other required testing services under the Contract Documents shall be provided and paid for by the CONTRACTOR. B. The CONTRACTOR shall cooperate with the COUNTY hired laboratory to facilitate the execution of its required services. C. Employment of the laboratory by the COUNTY for specific testing shall in no way relieve the CONTRACTOR from its obligations to perform the work of the Contract as specified. D. The COUNTY shall pay only for initial testing. The cost of any retesting necessitated by failure of materials or methods shall be deducted from the CONTRACTOR's monthly payment request. E. The following tests may be directed by the COUNTY, as it deems necessary. In no way shall the County's independent testing relieve the CONTRACTOR of its responsibility to provide and pay for any testing required by Contract. 1. Density. 2. Proctor. 3. LBR. 4. Carbonate Content. 5. Gradation. 6. Plastic Index and Liquid Limit. 7. Organic Content. 8. Concrete Compressive Strength and Slump. 9. Asphalt Extraction. F. The CONTRACTOR shall pay for all other testing including but not limited to infiltration, bacteriological and pressure testing. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. All applicable sections of the Specifications. B. General Conditions. 1.03 QUALIFICATION OF LABORATORY A. Meet "Recommended Requirements for Independent Laboratory Qualification", published by American Council of Independent Laboratories. B. Meet basic requirements of ASTM E-329. C. Authorized to operate in the State of Florida. D. Submit copy of report of inspection of facilities made by Materials Reference Laboratory of Natural Bureau of Standards during the most recent tour of inspection, with memorandum of remedies of any deficiencies reported by the inspection. E. Testing Equipment: 1. Calibrated at reasonable intervals by devices of accuracy traceable to either: a. National Bureau of Standards. b. Accepted values of natural physical constants. 1.04 LABORATORY DUTIES A. Cooperate with the CONSULTANT and/or PROGRAM MANAGER and the CONTRACTOR; provide qualified personnel after due notice. B. Perform specified inspections, sampling and testing of materials and methods of construction: 1. Comply with specified standards. 2. Ascertain compliance of materials with requirements of the Contract Documents. C. Promptly notify the CONSULTANT and/or PROGRAM MANAGER and the CONTRACTOR of observed irregularities and/or deficiencies of work and/or products. D. Promptly submit written report of each test and inspection; two copies to the CONSULTANT and/or PROGRAM MANAGER, COUNTY and one copy to the CONTRACTOR. Each report shall include: 1. Date issued. 2. Project title, number and Parcel number. 3. Testing laboratory name, address and telephone number. 4. Name and signature of laboratory inspector. 5. Date and time of sampling or inspection. 6. Record of temperature and weather conditions. 7. Date of test. 8. Identification of fill product and specification section. 9. Location of sample or test in the project. 10. Type of inspection or test. 11. Results of tests and compliance with the Contract Documents. 12. Interpretation of test results, when requested by the CONSULTANT and/or PROGRAM MANAGER. E. Perform additional tests as required by the CONSULTANT and/or PROGRAM MANAGER. 1.05 LIMITATION OF AUTHORITY OF TESTING LABORATORY A. Laboratory is not authorized to: 1. Release, revoke, alter or enlarge on requirements of the Contract documents. 2. Approve or accept any portion of the work. 3. Perform any duties of the CONTRACTOR. 1.06 CONTRACTOR'S RESPONSIBILITIES A. Cooperate with laboratory personnel, provide access to work. B. Secure and deliver to the laboratory adequate quantities of representational samples of materials proposed to be used and which require testing. C. Provide to the laboratory the preliminary design mix proposed to be used for concrete, and other material mixes which require control by the Testing Laboratory. D. Furnish copies of Products test reports as required. E. Fumish incidental labor and facilities: 1. To provide access to work to be tested. 2. To obtain and handle samples at the project site or at the source of the product to be tested. 3. To facilitate inspections and tests. 4. For storage of test samples. F. Notify laboratory sufficiently, as agreed between the CONSULTANT and/or PROGRAM MANAGER and the CONTRACTOR, in advance of operations to allow for laboratory assignment of personnel and scheduling of tests. 1. When tests or inspections cannot be performed after such notice, reimburse the COUNTY for laboratory personnel and travel expenses incurred due to CONTRACTOR's negligence. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) - END OF SECTION - SECTION 01505 - MOBILIZATION, SITE PREPARATION AND DEMOBILIZATION PART 1 - GENERAL 1.01 THE REQUIREMENT A. The Work specified in this Section consists of all Work necessary to move in personnel and equipment and prepare the site for construction, complete and to remove the same personnel and equipment from the site when construction is complete. B. Mobilization shall include the obtaining of all permits needed for construction; moving onto the site of all equipment; temporary buildings, and other construction facilities; and implementing security requirements; all as required for the proper performance and completion of the WORK. Mobilization shall include the following principal items as may be required for prosecution of the work: 1. Moving on to the site of all CONTRACTOR's equipment required for first month operations. 2. Installing temporary construction power, wiring, and lighting facilities. 3. Developing construction water supply. 4. Providing field office trailers or other arrangements for the CONTRACTOR, complete with all specified furnishings and utility services including telephones, telephone appurtenances, and copying machine. 5. Providing all on-site communication facilities, including telephones, facsimile, email, internet, and radio pagers. 6. Providing on-site sanitary facilities and potable water facilities. 7. Arranging for and erection of CONTRACTOR's work and storage yard. 8. Obtaining all required permits. 9. Having all OSHA required notices and establishment of safety programs. 10. Having the CONTRACTOR's superintendent at the job site full time. 11. Submitting initial submittals as indicated in the section entitled "Schedules and Reports". 12. Audio-Visual preconstruction record as described in the section entitled "Summary of Work". 1.02 PAYMENT FOR MOBILIZATION A. The CONTRACTOR's attention is directed to the condition that no payment for mobilization or any part thereof will be approved for payment under the Contract until all mobilization items listed above have been completed as specified. PART 2 - PRODUCTS 2.01 TEMPORARY UTILITIES A. The CONTRACTOR shall provide all temporary facilities required for performing the Work as specified in Section entitled "Temporary Utilities". PART 3 - EXECUTION 3.01 LAYOUT A. The CONTRACTOR shall set up construction facilities in a neat and orderly manner. It shall accomplish all required Work in accordance with applicable portions of these specifications and shall oonfine its operations to Work areas within the right-of-way, unless it makes provisions for otherwise, at its own expense. 3.02 DEMOBILIZATION A. At the completion of Work the CONTRACTOR shall remove its personnel, equipment, and temporary facilities from the site in a timely manner. The CONTRACTOR shall also be responsible for transporting all unused materials belonging to the COUNTY to a place of storage on site designated by the CONSULTANT and/or PROGRAM MANAGER and for removing from the site and disposing of all other materials and debris resulting from the construction. It shall then return all areas used for its activities to, its pre-existing condition, or as otherwise agreed to in writing with the PROGRAM MANAGER. - END OF SECTION - SECTION 01510 - TEMPORARY UTILITIES PART 1 - GENERAL 1.01 THE REQUIREMENT A. It shall be the CONTRACTOR's responsibility to provide equipment that is adequate for the performance of the Work under this Contract within the time specified. All equipment shall be kept in satisfactory operating condition, shall be capable of safely and efficiently performing the required Work, and shall be subject to review by the COUNTY's representative at any time within the duration of the Contract. All Work hereunder shall conform to the applicable requirements of the OSHA Standards for Construction. B. The CONTRACTOR shall provide for utilities and services for its own operations. The CONTRACTOR shall furnish, install, and maintain all temporary utilities during the contract period, including removal upon completion of the Work. 1.02 POWER AND LIGHTING A. Power: The CONTRACTOR shall provide all necessary power required for its operations under the Contract, and shall provide and maintain all temporary power lines required to perform the Work in a safe and satisfactory manner. B. Lighting: All Work conducted at night or under conditions of deficient daylight shall be suitably lighted to insure proper Work and to afford adequate facilities for inspection and safe working conditions. Temporary lighting shall be maintained during nonworking periods if the area is subject to access by the public or COUNTY personnel. Such temporary lighting shall provide suitable illumination to match pre-construction conditions. C. Electrical Connections: All temporary connections for electricity shall be subject to review by the CONSULTANT and the power company representative, and shall be removed in like manner at the CONTRACTOR's expense prior to final acceptance of the Work. D. Separation of Circuits: Unless otherwise permitted by the CONSULTANT, circuits separate from lighting circuits shall be used for all power purposes. E. Construction Wiring: All wiring for temporary electric light and power shall be properly installed and maintained and shall be securely fastened in place. All electrical facilities shall conform to the requirements of Subpart K of the OSHA Safety and Health Standards for Construction. 1.03 WATER SUPPLY A. General: Except as noted otherwise, the CONTRACTOR shall make arrangements for and pay for all costs for all water used for construction, and testing. The CONTRACTOR shall provide and maintain all meters, piping, fittings, adapters, and valving required. B. Potable Water: All drinking water on the site during construction shall be furnished by the CONTRACTOR and shall be bottled water or water furnished in suitable dispensers. C. Water Connections: The CONTRACTOR shall not make connection to, or draw water from, any fire hydrant or pipeline without first obtaining permission of the authority having jurisdiction over the use of said fire hydrant or pipeline and from the agency owning the affected water system. For each such connection made, the COUNTY shall first furnish and install to the fire hydrant or pipeline a valve and a meter, if required by the said authority, of a size and type acceptable to said authority and agency. All costs to provide noted installation shall be the responsibility of the CONTRACTOR. D. Removal of Water Connections: Before final acceptance of the Work on the project, all temporary connections and piping installed by the CONTRACTOR shall be entirely removed, and all affected improvements shall be restored to their original condition, or better, to the satisfaction of the CONSULTANT and to the agency owning the affected utility. E. Fire Protection: The construction, and all other parts of the Work shall be connected with the CONTRACTOR's water supply system and shall be adequately protected against damage by fire. Hose connections and hose, water casks, chemical equipment, or other sufficient means shall be provided for fighting fires in the temporary structures and other portions of the Work, and responsible persons shall be designated and instructed in the operation of such fire apparatus so as to prevent or minimize the hazard of fire. The CONTRACTOR's fire protection program shall conform to the requirements of Subpart F of the OSHA Standards for Construction and all local Fire Department Requirements. 1.04 TEMPORARY SANITARY FACILITIES A. The CONTRACTOR shall provide and maintain adequate and clean sanitary facilities for the construction work force and visitors. Temporary holding tank with disposal service facilities and system maintenance shall be provided for the field offices furnished under this Contract in accordance with all local regulatory requirements. The CONTRACTOR shall have unit responsibility for the complete design, installation and operation of its temporary sanitary facilities and shall secure all necessary permits for same. At the completion of the project, the subject facilities shall be removed by the CONTRACTOR, subject to review and acceptance by the COUNTY. 1.05 CONFINED SPACES A. The CONTRACTOR shall provide and maintain a safe working environment in confined spaces. The CONTRACTOR shall follow the applicable requirements of the OSHA Standards for Construction and NIOSH Publications for working in confined spaces. 1.06 TEMPORARY VENTILATION A. The CONTRACTOR shall provide and maintain adequate ventilation for a safe working environment. In addition, forced air ventilation shall be provided for the curing of installed materials, humidity control and the prevention of hazardous accumulations of dust, gases and/or vapors. PART 2 - PRODUCTS (Not Used) 01510-3 PART 3 - EXECUTION (Not Used) - END OF SECTION - SECTION 01520 - CONSTRUCTION AIDS PART 1 - GENERAL 1.01 THE REQUIREMENT A. The CONTRACTOR shall furnish, install and maintain required construction aids and remove them upon completion of the WORK. 1.02 RELATED REQUIREMENTS A. All applicable sections of the Specifications. B. General Conditions. PART 2 - PRODUCTS 2.01 MATERIALS, GENERAL A. Materials may be new or used, suitable for the intended purpose, but must not violate requirements of applicable codes and standards. 2.02 CONSTRUCTION AIDS A. The CONTRACTOR shall provide construction aids and equipment required by personnel and to facilitate execution of the WORK; shorings, scaffolds, staging, ladders, stairs, ramps, runways, platforms, railings, hoists, cranes, chutes and other such facilities and equipment. 1. Refer to respective sections for particular requirements for each trade. 2. Provide protective coverings for finished surfaces. B. Maintain facilities and equipment in first-class condition. PART 3 - EXECUTION 3.01 PREPARATION A. The CONTRACTOR shall review site conditions and factors which affect construction procedures and construction aids including adjacent properties and public facilities which may be affected by execution of the WORK. 3.02 GENERAL A. Comply with applicable requirements at all divisions of these specifications as required. 3.03 REMOVAL A. Completely remove temporary materials, equipment and services: 1. When construction needs can be met by use of permanent construction. 2. At completion of project. B. Repair damage caused by installation or by use of temporary facilities. 1. Remove foundations and underground installations for construction aids. 2. Grade areas of site affected by temporary installations to required elevations and slopes, and clean the area. C. Restore permanent facilities used for temporary purposes to specified condition. - END OF SECTION - SECTION 01530 - PROTECTION OF EXISTING FACILITIES PART 1 - GENERAL 1.01 THE REQUIREMENT A. The CONTRACTOR shall protect all existing utilities and improvements not designated for removal including, but not limited to, compliance with the requirements of Chapter 556, Florida Statutes (the Underground Facility Damage Prevention and Safety Act), as same may be amended from time to time, and shall restore damaged or temporarily relocated utilities and improvements to a condition equal to or better than they were prior to such damage or temporary relocation, all in accordance with requirements of the Contract Documents. B. The CONTRACTOR shall verify the exact locations and depths of all utilities shown and the CONTRACTOR shall make exploratory excavations of all utilities that may interfere with the WORK. All such exploratory excavations shall be performed as soon as practicable after award of the contract and, in any event, a sufficient time in advance of construction to avoid possible delays to the CONTRACTOR's WORK. When such exploratory excavations show the utility location as shown to be in error, the CONTRACTOR shall so notify the CONSULTANT. C. The number of exploratory excavations required shall be that number which is sufficient to determine the alignment and grade of the utility. 1.02 RIGHTS-OF-WAY A. The CONTRACTOR shall not do any WORK that would affect any oil, gas, sewer, or water pipeline; any telephone, communications, or electric transmission line; any fence; or any other structure, nor shall the CONTRACTOR enter upon the rights-of-way involved until having secured authority therefore from the proper party. After authority has been obtained, the CONTRACTOR shall give said party due notice of its intention to begin WORK, if required by said party, and shall remove, shore, support or otherwise protect such pipeline, transmission line, ditch, fence, and/or structure and/or replace the same. When two or more contracts are being executed at one time on the same or adjacent land in such manner that WORK of one contract may interfere with that of another, the COUNTY shall determine the sequence and order of WORK to be performed by different contractors. When the territory of one contract is the necessary or convenient means of access for the execution of another contract, such privilege of access or any other reasonable privilege may be granted by the COUNTY to the CONTRACTOR so desiring, to the extent, amount, in the manner, and at the times permitted. No such decision as to the method or time of conducting the WORK or the use of territory shall be made the basis of any claim for delay or damage, except as provided for temporary suspension of the WORK in the General Conditions. 1.03 PROTECTION OF STREET OR ROADWAY MARKERS A. The CONTRACTOR shall not destroy, remove, or otherwise disturb any existing survey markers or other existing street or roadway markers without proper authorization. No pavement breaking or excavation shall be started until all surveyor other permanent marker points that will be disturbed by the construction operations have been properly referenced. All survey markers or points disturbed by the CONTRACTOR shall be accurately restored after all street or roadway resurfacing has been completed. 1.04 RESTORATION OF PAVEMENT A. General: All paved areas including asphaltic concrete beams cut or damaged during construction shall be replaced with similar materials and of equal thickness to match the existing adjacent undisturbed areas, except where specific resurfacing requirements have been called for in the Contract Documents or in the requirements of the agency issuing the permit. All temporary and permanent pavement shall conform to the requirements of the affected pavement owner. All pavements which are subject to partial removal shall be neatly saw cut in straight lines. B. Temporary Resurfacing: Wherever required by the public authorities having jurisdiction, the CONTRACTOR shall place temporary surfacing promptly after backfilling and shall maintain such surfacing for the period of time fixed by said authorities before proceeding with the final restoration of improvements. C. Permanent Resurfacing: In order to obtain a satisfactory junction with adjacent surfaces, the CONTRACTOR shall saw, cut back and trim the edge so as to provide a clean, sound, vertical joint before permanent replacement of an excavated or damaged portion of pavement is installed. Damaged edges of pavement along excavations and elsewhere shall be trimmed back by saw cutting in straight lines. All pavement restoration and other facilities restoration shall be constructed to finish grades compatible with adjacent undisturbed pavement as follows: 1. Pavement shall be restored at a minimum straight and parallel to the existing trench line along the length of the trench, at a minimum of two feet beyond the widest part of disturbed asphalt. 2. If final restored pavement falls within two feet of existing or proposed cuts, the CONTRACTOR shall pave to the curb. 3. If disturbance is deemed by the CONSULTANT to be more than 75%, at CONSULTANT's opinion, the CONTRACTOR shall resurface the entire lane, including striping, as necessary. D. Restoration of Sidewalks or Private Driveways: Wherever sidewalks and/or private roads have been removed for purposes of construction, the CONTRACTOR shall place suitable temporary sidewalks and/or roadways promptly after backfilling. CONTRACTOR shall maintain them in satisfactory condition for the period of time fixed by the authorities having jurisdiction over the affected portions before proceeding with the final restoration. If no such period of times is so fixed, the CONTRACTOR shall maintain said temporary sidewalks and/or roadways until the final restoration thereof has been made. 1.05 EXISTING UTILITIES AND IMPROVEMENTS A. General: The CONTRACTOR shall protect all Underground Utilities and other improvements which may be impaired during construction operations. It shall be the CONTRACTOR's responsibility to ascertain the actual location of all existing utilities and other improvements that will be encountered in its construction operations, and to see that such utilities or other improvements are adequately protected from damage due to such operations. The CONTRACTOR shall take all possible precautions for the protection of unforeseen utility lines to provide for uninterrupted service and to provide such special protection as may be necessary. B. Where the proper completion of the WORK requires the temporary or permanent removal and/or relocation of an existing utility or other improvement which is indicated, the CONTRACTOR shall remove and, without unnecessary delay, temporarily replace or relocate such utility and/or improvement in a manner satisfactory to the CONSULTANT and the OWNER of the facility. In all cases of such temporary removal or relocation, restoration to former location shall be accomplished by the CONTRACTOR in a manner that will restore or replace the utilities and/or improvements as nearly as possible to its former locations and to as good or better condition than found prior to removal. C. COUNTY's Right of Access: The right is reserved to the COUNTY and to the owners of public utilities and franchises to enter at any time upon any public street, alley, right-of-way, and/or easement for the purpose of making changes in their property made necessary by the WORK of this Contract. D. Underground Utilities Indicated: Existing utility lines that are indicated or the locations of which are made known to the CONTRACTOR prior to excavation and that are to be retained, and all utility lines that are constructed during excavation operations shall be protected from damage during excavation and backfilling and, if damaged, shall be immediately repaired or replaced by the CONTRACTOR, at no additional cost to the COUNTY. E. Underground Utilities Not Indicated: In the event that the CONTRACTOR damages any existing utility lines that are not indicated or the locations of which are not made known to the CONTRACTOR prior to excavation, a written report thereof shall be made immediately to the CONSULTANT. If directed by the COUNTY, repairs shall be made by the CONTRACTOR under the provisions for changes and extra work contained in Exhibit H, General Terms & Conditions, Article 10, Changes in The Work. F. All costs of locating, repairing damage not due to failure of the CONTRACTOR to exercise reasonable care, and removing or relocating such utility facilities not shown in the Contract Documents with reasonable accuracy, and for equipment on the project which was actually working on that portion of the work which was interrupted or idled by removal or relocation of such utility facilities, and which was necessarily idled during such work will be paid for as extra work in accordance with the provisions of the General Conditions. G. Approval of Repairs: All repairs to a damaged utility or improvement are subject to inspection and approval by an authorized representative of the utility and/or the COUNTY and the CONSULTANT before being concealed by backfill or other work. H. Maintaining in Service: All oil and gasoline pipelines, power, and telephone or the communication cable ducts, gas and water mains, irrigation lines, sewer lines, storm drain lines, poles, and overhead power and communication wires and cables encountered along the line of the WORK shall remain continuously in service during all the operations under the Contract, unless other arrangements satisfactory to the COUNTY are made with the OWNER of said pipelines, duct, main, irrigation line, sewer, storm drain, pole, or wire or cable. The CONTRACTOR shall be responsible for and shall repair all damage due to its operations, and the provisions of this Section shall not be abated even in the event such damage occurs after backfilling or is not discovered until after completion of the backfilling. I. Existing Water Services: CONTRACTOR shall protect and provide temporary support for existing water services. Any water service damaged by the CONTRACTOR, shall be replaced at the CONTRACTOR's expense, with a new water service complete with new water main tap. 1.06 TREES WITHIN STREET RIGHTS-OF-WAY AND PROJECT LIMITS A. General: The CONTRACTOR shall exercise all necessary precautions so as not to damage or destroy any trees or shrubs, including those lying within street rights-of-way and project limits, and shall not trim or remove any trees unless such trees have been approved for trimming or removal by the jurisdictional agency or the COUNTY. All existing trees and shrubs which are damaged during construction shall be trimmed or replaced by the CONTRACTOR or a certified tree company under permit from the jurisdictional agency and/or the COUNTY. Tree trimming and replacement shall be accomplished in accordance with the following paragraphs. B. Trimming: Symmetry of the tree shall be preserved; no stubs or splits or torn branches left; clean cuts shall be made close to the trunk or large branch. Spikes shall not be used for climbing live trees. All cuts over 1-1/2 inches in diameter shall be coated with an asphaltic emulsion material. C. Replacement: The CONTRACTOR shall immediately notify the jurisdictional agency and/or the CITY if any tree is damaged by the CONTRACTOR's operations. If, in the opinion of said agency or the COUNTY, the damage is such that replacement is necessary, the CONTRACTOR shall replace the tree at its own expense. The tree shall be of a like size and variety as the tree damaged, or, if of a smaller size, the CONTRACTOR shall pay to the OWNER of said tree a compensatory payment acceptable to the tree OWNER, subject to the approval of the jurisdictional agency or the COUNTY. 1.07 NOTIFICATION BY THE CONTRACTOR A. Prior to any excavation in the vicinity of any existing underground facilities, including all water, sewer, storm drain, gas, petroleum products, or other pipelines; all buried electric power, communications, or television cables; all traffic signal and street lighting facilities; and all roadway and state highway rights-of-way the CONTRACTOR shall notify the Florida One Call System or equivalent, COLLIER COUNTY and any other agency having jurisdiction, and shall provide notice in accordance with Chapter 556, Florida Statutes. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.01 GENERAL A Install facilities in a neat and reasonable uniform appearance, structurally adequate for required purposes. B. Maintain sufficient barriers to secure the work during entire construction period. C. Relocate barriers as required by progress of construction. 3.02 TREE AND PLANT PROTECTION A. Preserve and protect existing trees and plants adjacent to the WORK areas. B. Consult with COUNTY's Representative and remove agreed-on roots and branches which interfere with the WORK. 1. Employ qualified tree surgeon to remove branches, and to treat cuts. C. Protect root zones of trees and plants. 1. Do not allow vehicular traffic and parking. 2. Do not store materials or products. 3. Do not dump refuse or chemically injurious materials or liquids. 4. Do not allow puddling or continuous running water. D. Carefully supervise all WORK to prevent damage. E. Replace trees and plants which are damaged or destroyed due to WORK operations under this contract. 3.03 REMOVAL A. Completely remove barricades, including foundations, when construction has progressed to the point that they are no longer needed, and when approved by COUNTY's Representative. B. Clean and repair damage caused by installation, fill and grade areas of the site to required elevations and slopes, and clean the area. - END OF SECTION - SECTION 01560 - TEMPORARY CONTROLS PART 1 - GENERAL 1.01 THE REQUIREMENT A. The CONTRACTOR shall provide and maintain methods, equipment, and temporary construction, as necessary, to provide controls over environmental conditions at the construction site and related area under CONTRACTOR's control. In addition, the CONTRACTOR shall remove physical evidence of temporary facilities at the completion of WORK. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. All applicable sections of the Specifications. B. General conditions. 1.03 NOISE CONTROL A. The CONTRACTOR shall provide all necessary requirements for noise control during the construction period. 1. Noise procedures shall conform to all applicable OSHA requirements and local codes having jurisdiction on the work 2. Noise levels during night time hours shall not exceed 55 db measured at the property line of a residence. 1.04 DUST CONTROL A. The CONTRACTOR shall provide positive methods and apply dust control materials to minimize raising dust from construction operations, and provide positive means to prevent air-borne dust from dispersing into the atmosphere. The CONTRACTOR shall be responsible for any damage resulting from any dust originating from its operations. The dust abatement shall be continued until the CONTRACTOR is relieved of further responsibilities by the CONSULTANT and/or PROGRAM MANAGER. No separate payment will be allowed for dust abatement measures and all costs thereof shall be included in the CONTRACTOR's Bid Price(s). 1.05 WATER CONTROL A. The CONTRACTOR shall provide methods to control surface water to prevent damage to the project, the site, or adjoining properties. These may include: control fill, grading and ditching to direct surface drainage away from excavations, pits, tunnels and other construction areas; and to direct drainage to proper runoff. B. Provide, operate and maintain hydraulic equipment of adequate capacity to protect surface and control water. C. Dispose of drainage water in conformance with environmental regulations and in a manner to prevent flooding, erosion, or other damage to any portion of the site or to adjoining areas. D. The COUNTY has obtained the SFWMD Environmental Resource Permit Modification, SFWMD De-Watering Permit, FDEP Watermain, Forcemain, and Reclaimed Watermain adjustment permits. The CONTRACTOR shall be responsible for any and all other permits associated with the work. The CONTRACTOR shall procure all other required permits and pay for those, and submit copies of receipts/permits to the CONSULTANT and/or PROGRAM MANAGER prior to commencing work in the affected area. 1.06 PEST CONTROL A. The CONTRACTOR shall provide pest controi as necessary to prevent infestation of construction or storage areas. 1. Employ methods and use materials which will not adversely affect conditions at the site and/or on adjoining properties. 2. Should the use of pesticides be considered necessary, submit an informational copy of the proposed program to the COUNTY with copies to the CONSULTANT and/or PROGRAM MANAGER. Clearly indicate: a. The area or areas to be treated. b. The pesticide to be used, with a copy of the manufacturer's printed instructions. c. The pollution preventative measures to be employed. B. The use of any pesticide shall be in full accordance with the manufacturer's printed instructions and recommendations. 1.07 RODENT CONTROL A. The CONTRACTOR shall provide rodent control as necessary to prevent infestation of construction or storage areas. 1. Employ methods and use materials which will not adversely affect conditions at the site or on adjoining properties. 2. Should the use of rodenticide be considered necessary, submit an informational copy of the proposed program to the COUNTY with copies to the CONSULTANT and/or PROGRAM MANAGER. Clearly indicate: a. The area or areas to be treated. b. The rodenticide to be used, with a copy of the manufacturer's printed instructions. c. The pollution preventative measures to be employed. B. The use of any rodenticide shall be in full accordance with the manufacturer's printed instructions and recommendations. 1.08 DEBRIS CONTROL A. The CONTRACTOR shall maintain ail areas under CONTRACTOR's control free of extraneous debris. B. Initiate and maintain a specific program to prevent accumulation of debris at construction site, storage and parking area, and along access roads and haul routes. 1. Provide containers for deposit of debris as specified in Section 01710 entitled "Cleaning." 2. Prohibit overloading of trucks to prevent spillage on access and haul routes. a. Provide periodic inspection of traffic areas to enforce requirements. b. Provide cleaning at areas as required by the COUNTY. C. Schedule periodic collections and disposal of debris as specified in Section 01710- Cleaning. 1. Provide additional collections and disposal of debris whenever the periodic schedule is inadequate to prevent accumulation. 1.09 POLLUTION CONTROL A. The CONTRACTOR shall provide methods, means and facilities required to prevent contamination of soil, water or atmosphere by the discharge of noxious substances from construction operations. The CONTRACTOR shall conform to all applicable Federal, State, and local laws, including to those promulgated by the Florida Department of Environmental Protection. B. Provide equipment and personnel, perform emergency measures required to contain any spillage, and to remove contaminated soils and/or liquids. 1. Excavate and dispose of any contaminated earth off-site and replace with suitable compacted fill and topsoil. C. Take special measures to prevent harmful substances from entering public waters. 1. Prevent disposal of wastes, effluents, chemicals, and/or other such substances adjacent to streams or in sanitary or storm sewers. D. Provide systems for control of atmospheric pollutants. 1. Prevent toxic concentrations of chemicals. 2. Prevent harmful dispersal of pollutants into the atmosphere. 1.10 EROSION CONTROL A. The CONTRACTOR shall plan and execute construction and earthwork, by methods to control surface drainage from cuts and fills, and from borrow and waste disposal areas to prevent erosion and sedimentation. 1. Hold the areas of bare soil exposed at one time to a minimum. 2. Provide temporary control measures such as beams, dikes and drains. 3. Provide silt screens as required to prevent surface water contamination. B. Construct fills and waste areas by selective placement to eliminate surface silts or clays which will erode. C. Periodically inspect earthwork to detect any evidence of the start of erosion, apply corrective measures as required to control erosion. 1.11 PRECAUTIONS DURING ADVERSE WEATHER A. During adverse weather, and against the possibility thereof, the CONTRACTOR shall take all necessary precautions so that the Work may be properly done and satisfactory in all respects. When required, protection shall be provided by use of tarpaulins, wood and building paper shelters, or other acceptable means. The CONTRACTOR shall be responsible for all changes caused by adverse weather and to rectify them. B. The COUNTY may suspend construction operations at any time when, in its judgment, the conditions are unsuitable or the proper precautions are not being taken, whatever the weather conditions may be, in any season. 1.12 HURRICANE AND STORM WARNINGS A. The CONTRACTOR shall take all precautions necessary to protect the job site during hurricane and storm watches and warnings. As required by the CONSULTANT and/or PROGRAM MANAGER; the CONTRACTOR shall submit a hurricane preparedness plan for review. 1.13 PERIODIC CLEANUP AND BASIC SITE RESTORATION A. During construction, the CONTRACTOR shall regularly remove from the site all accumulated debris and surplus materials of any kind which result from its operations. Unused equipment and tools shall be stored at the CONTRACTOR's yard or base of operations for the project. B. The CONTRACTOR shall perform the cleanup work on a regular basis and as frequentiy as required by the CONSULTANT and/or PROGRAM MANAGER per preconstruction meeting proceedings or otherwise instructed. Basic site restoration in a particular area shall be accomplished immediately following the installation or completion of the required facilities in that area. Furthermore, such work shall also be accomplished, when required by the CONSULTANT and/or PROGRAM MANAGER, if partially completed facilities must remain incomplete for some time period due to unforeseen circumstances. C. Upon failure of the CONTRACTOR to perform periodic clean-up and basic restoration of the site to the CONSULTANT's and/or PROGRAM MANAGER's satisfaction, the CONSUL T ANT and/or PROGRAM MANAGER, may, upon five days prior written notice to the CONTRACTOR, employ such labor and equipment as it deems necessary for the purpose, and all costs resulting there from shall be charged to the CONTRACTOR and deducted from amounts of money that may be due for payment. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) - END OF SECTION - SECTION 01570 - TRAFFIC REGULATIONS PART 1 - GENERAL 1.01 THE REQUIREMENTS A. The CONTRACTOR shall provide, operate and maintain equipment, services and personnel for traffic control and protective devices, as required to expedite vehicular traffic flow on haul routes, at site entrances, on-site access roads, and parking areas. B. The CONTRACTOR shall remove temporary equipment and facilities when no longer required and restore grounds to their original or specified condition. C. There shall be no separate payment for work under this heading. All costs associated with such work shall be included in the CONTRACTOR's Bid Price(s). 1.02 RELATED WORK SPECIFIED ELSEWHERE A. All applicable sections of the Specifications. B. General Conditions of the Contract. C. Summary of Work. D. Temporary Environmental Controls. 1.03 TRAFFIC SIGNALS BARRIERS AND SIGNS A. The CONTRACTOR shall provide and operate traffic control and directionai signals, furnish all barriers and/or signs as required to direct and maintain an orderly flow of traffic in all areas under the CONTRACTOR's control, and/or affected by CONTRACTOR's operations, as required by jurisdictional agencies. 1.04 FLAG PERSON / OFF-DUTY POLICE OFFICER OVERSIGHT A. The CONTRACTOR shall provide a "trained" flag person in accordance with FDOT Standard Specifications for Road and Bridges, Section 102-3.2.4 or an off-duty police officer when construction operations encroach on traffic lanes unless otherwise specifically authorized by the COUNTY's Transportation Department. As a minimum, the CONTRACTOR shall assume that oversight will be required. 1.05 FLARES AND LIGHTS A. The CONTRACTOR shall provide flares and lights during periods of low visibility (as required): 1. To clearly delineate traffic lanes and to guide traffic. 2. For use offlag-person in directing traffic. B. The CONTRACTOR shall provide illumination of critical traffic and parking areas (as required). 1. Maintain free vehicular access to and through parking areas. 2. Prohibit parking on or adjacent to access roads, or in non-designated areas. 3. During periods when the operations have impacted the existing lighting systems. 1.06 MAINTENANCE AND PROTECTION OF TRAFFIC A. The CONTRACTOR shall provide all necessary traffic control devices to redirect, protect, warn or maintain existing vehicular and pedestrian traffic during the course of construction. 1.07 HAUL ROUTES A. Consult with jurisdictional authorities, establish public thoroughfares which will be used as haul routes and site access. B. Confine construction traffic to designated haul routes. C. Provide traffic control at critical areas of haul routes to expedite traffic flow, to minimize interference with normal public traffic. 1.08 MEASUREMENT AND PAYMENT A. There shall be no special measurement and payment for work under the section, it shall be included in the CONTRACTOR's Bid Price(s). PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) - END OF SECTION - SECTION 01580 - PROJECT IDENTIFICATION SIGNS PART 1 - GENERAL 1.01 THE REQUIREMENT A. The CONTRACTOR shall furnish, install and maintain two (2) 4' x 8' project identification signs. B. The CONTRACTOR shall remove sign on completion of construction. C. The CONTRACTOR shall allow no other signs to be displayed, except as may otherwise by required by jurisdictional agencies. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. All applicable sections of the Specifications. B. General conditions. 1.03 PROJECT IDENTIFICATION SIGN A. Two painted signs, with painted graphic content to include: 1. Title of project. 2. Name of the COUNTY. 3. Names and titles of: a. The CONSULTANT. b. Authorities and Titles. 4. General CONTRACTOR. 5. Funding sources (as may be appropriate) 6. Project logo sample as provided by the COUNTY on disk, to be added on sign by the CONTRACTOR. B. Graphic design, style of lettering, and colors: As per sample in EXHIBIT 1580-1. C. Erect on the site at a location, as approved by the CONSULTANT and/or PROGRAM MANAGER. 1.04 QUALITY ASSURANCE A. Sign Painter: Professional experience in type of work required. B. Finishes, Painting: Adequate to resist weathering and fading for scheduled construction period. PART 2 - PRODUCTS 2.01 SIGN MATERIALS A. Structure and Framing: May be new or used, of wood or metal, structurally in sound condition and adequate and suitable for work and specified finish. B. Sign Surfaces: Exterior softwood plywood with medium density overlay, standard large sizes to minimize joints. C. Thickness: As required by standards to span framing members, to provide even, smooth surface without waves and/or buckles. D. Rough Hardware: Galvanized E. Paint: Exterior quality. 1. Colors for structure, framing, sign surfaces and graphics: As per sample in EXHIBIT PART 3 - EXECUTION 3.01 PROJECT IDENTIFICATION SIGN A. Paint exposed surfaces of supports, framing and surface material; one coat of primer and one coat of exterior paint. B. Paint graphics in styles, sizes and colors selected. 3.02 MAINTENANCE A. Maintain signs and supports in a neat, clean condition; repair damages to structure, framing or sign immediately. 3.03 REMOVAL A. Remove signs, framing, supports and foundations at completion of project. 3.04 MEASUREMENT AND PAYMENT A. There shall be no special measurement or payment for the work under this section, it shall be included in the base bid price. - END OF SECTION - SECTION 01590 -CONTRACTOR'S FIELD OFFICE PART 1 - GENERAL 1.01 THE REQUIREMENT A. The CONTRACTOR shall furnish, install and maintain temporary field offices for both the CONTRACTOR and the CONSULTANT during the entire construction period at a site secured by the CONTRACTOR. All field offices shall be located within 0.5 miles of the work boundaries or the Project, unless otherwise occupied by the CONSULTANT and/or PROGRAM MANAGER. B. The CONTRACTOR shall furnish, install and maintain storage and work sheds needed for construction. C. At completion of WORK, remove field offices, sheds and contents. 1.02 RELATED REQUIREMENTS A. All applicable sections of the Specifications. B. General conditions. 1.03 OTHER REQUIREMENTS A. Prior to installation of offices and sheds, contact jurisdictional agencies for permitting and installation requirements. 1.04 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with requirements of applicable Federal, State, and Local codes and regulations. 1.05 REQUIREMENTS FOR FACILITIES A. Construction: 1. Structurally sound, weathertight, with floors raised above ground as required to avoid flooding. 2. Temperature transmission resistance: Compatible with occupancy and storage requirements. 3. At CONTRACTOR's option, portable or mobile buildings may be used. A. Mobile homes, when used, shall be modified for office use. B. CONTRACTOR's Office and RPR Facilities: 1. Size: As required for general use and to provide space for project meetings. 2. Lighting and temperature control. 3. Telephone, Fax and Internet Services: Separate lines, as required. 4. Furnishings in meeting area. a. Conference table and chairs for at least eight persons. b. Racks and files for project Record Documents in or adjacent to the meeting area. 5. Other furnishings: CONTRACTOR's option. 6. One ten inch outdoor-type thermometer. 1.06 USE OF EXISTING FACILITIES A. Existing facilities at the site shall not be used for field offices or for storage. 1.07 USE OF PERMANENT FACILITIES A. Permanent facilities shall not be used for field offices or for storage. PART 2 - PRODUCTS 2.01 MATERIALS, EQUIPMENT, FURNISHINGS A. May be new or used, but must be serviceable, adequate for required purpose, and must comply with applicable codes or regulations. PART 3 - EXECUTION 3.01 PREPARATION A. Fill and grade sites for temporary structures to provide surface drainage. 3.02 INSTALLATION A. Construct temporary field office on proper foundations, provide connections for utility services. 1. Secure portable or mobile buildings in accordance with applicable State of Florida, City and/or County Building Department requirements. 2. Provide steps and landings at entrance doors. 3. Provide at least one entrance and other facilities handicapped accessible. B. Mount thermometer at convenient outside location, not in direct sunlight. 3.03 MAINTENANCE AND CLEANING A. Provide periodic maintenance and cleaning for temporary structures, furnishings, equipment and services. 3.04 REMOVAL A. Remove temporary field offices, contents and services at a time no longer needed; in any case prior to FINAL INSPECTION of the project. B. Remove foundations and debris; grade site to required elevations and clean the areas; and otherwise restore site to pre-existing condition or as indicated in the Contract Documents. 3.05 MEASUREMENT AND PAYMENT A. There shall be no special measurement or payment for the work under this section; it shall be included under the Base Bid Item for mobilization. - END OF SECTION - SECTION 01600 - MATERIAL AND EQUIPMENT PART 1 - GENERAL 1.01 THE REQUIREMENT A. The CONTRACTOR shall ensure that all material and equipment incorporated into the work: 1. Conform to applicable specifications and standards. 2. Comply with size, make, type, quantity and quality specified, or as specifically approved in writing by the CONSULTANT. 3. Manufactured and fabricated products: a. Design, fabricate and assemble in accord with the best engineering and shop practices. b. Manufacture like parts of duplicate units to standard sizes and gauges to be interchangeable. c. Two or more items of the same kind shall be identical, by the same manufacturer. d. Products shall be suitable for service conditions. e. Equipment capacities, sizes and dimensions shown or specified shall be adhered to unless variations are specifically approved in writing. 4. Do not use material or equipment for any purpose other than that for which it is designed or is specified. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. General conditions of the Contract. B. All applicable sections of the Specifications. 1.03 MANUFACTURER'S INSTRUCTIONS A. When Contract Documents require that installation of work shall comply with manufacturer's printed instructions, the CONTRACTOR shall obtain and distribute copies of such instructions to parties involved in the installation, including two copies to the PROGRAM MANAGER. In addition, the CONTRACTOR shall maintain one set of complete instructions at the job site during installation and until completion. B. Handle, install, connect, clean, condition and adjust products in strict accordance with such instructions and in conformity with specified requirements. 1. Should job conditions or specified requirements conflict with manufacturer's instructions, consult with the CONSULTANT for further instructions. 2. Do not proceed with work without clear instructions. C. Perform work in accord with manufacturer's instructions. Do not omit any preparatory step or installation procedure unless specifically modified or exempted by the Contract Documents. 1.04 TRANSPORTATION AND HANDLING A. The CONTRACTOR shall arrange deliveries of products in accordance with construction schedules, coordinate to avoid conflict with work and conditions at the site. Products shall be delivered to the job site on "as needed" basis. 1. Deliver products in undamaged condition, in manufacturer's original containers or packaging, with identifying labels intact with legible markings. 2. Immediately upon delivery, inspect shipments to assure compliance with requirements of the Contract Documents and approved submittals, and that products are properly protected and undamaged. 3. Pipe and materials shall not be strung out along installation routes for longer than forty-eight (48) hours prior to installation. However, the CONTRACTOR is to make sure that driveways to the NEIGHBORING residential and/or commercial properties cannot be obstructed. B. Provide equipment and personnel to handle products by methods to prevent soiling and/or damage to products as well as packaging when applies. C. Coordinate deliveries to avoid conflict with Work and conditions at site: 1. Work of other contractors, and/or the COUNTY. 2. Limitations of storage space. 3. Availability of equipment and personnel for handling products. 4. COUNTY's use of premises. D. Deliver products in undamaged condition in original containers or packaging, with identifying labels intact and legible. E. Partial deliveries of component parts of equipment shall be clearly marked to identify the equipment, to permit easy accumulation of parts and to facilitate orderly assembly. F. Immediately on delivery, inspect shipment to assure: 1. Product complies with requirements of the Contract Documents and reviewed submittais. 2. Quantities are correct. 3. Containers and packages are intact and labels are legible. 4. Products are properly protected and undamaged. G. Provide equipment and personnel necessary to handle products, including those provided by the COUNTY, by methods to prevent soiling and/or damage to products as well as packaging when applies. H. Provide additional protection during handling as necessary to prevent scraping, marring or otherwise damaging products or surrounding surfaces. I. Handle products by methods to prevent bending or overstressing. J. Lift heavy components only at designated lifting points. 1.05 STORAGE A. The CONTRACTOR shall store products in accord with manufacturer's instructions, with seals and labels intact and legible. 1. Store products subject to damage by the elements in weathertight enclosures. 2. Maintain temperature and humidity within the ranges required by manufacturer's instructions. 3. Store unpacked products on shelves, in bins or in neat piles, accessible for inspection. B. Exterior Storage: 1. Provide substantial platforms, blocking or skids to support fabricated products above ground, prevent soiling or staining. Cover products, subject to discoloration and/or deterioration from exposure to the elements, with impervious sheet coverings. Provide adequate ventilation to avoid condensation. 2. Store loose granular materials on solid surface such as paved areas, or provide plywood or sheet materials to prevent mixing with foreign matter. a. Provide surface drainage to prevent flow or ponding of rainwater. b. Prevent mixing of refuse or chemically injurious materials or liquids. C. Stored Products shall be periodically inspected on a scheduled basis. The CONTRACTOR shall maintain a log of inspections and shall make said log available to the PROGRAM MANAGER on request. D. The CONTRACTOR shall verify that storage facilities comply with supplier's product storage requirements, subject to CONSULTANT's review and acceptance. E. The CONTRACTOR shall verify that Supplier required environmental conditions are maintained continually. 1.06 MAINTENANCE OF STORAGE A. The CONTRACTOR shall maintain periodic system of inspection of stored products on scheduled basis to assure that: 1. State of storage facilities is adequate to provide required conditions. 2. Required environmental conditions are maintained on continuing basis. 3. Surfaces of products exposed to elements are not adversely affected. Any weathering of products, coatings and finishes is not acceptable under requirements of the Contract Documents. B. Mechanical and electrical equipment which requires servicing during long term storage shall have complete manufacturer's instructions for servicing accompanying each item, with notice of enclosed instructions shown on exterior of package. 1.07 PROTECTION A. The CONTRACTOR shall provide protection of installed products to prevent damage from subsequent operations. Remove when no longer needed, prior to completion of work. B. Control traffic to prevent damage to equipment and surfaces. C. Provide coverings to protect finished surfaces from damage. 1. Protect finished floors and stairs from dirt and damage. a. Cover wall and floor surfaces in the vicinity of construction personnel activities and all finished surfaces used by construction personnel. D. Conduct demolition operations to prevent injury to people and damage to adjacent buildings and facilities to remain. Ensure safe passage of people around demolition area. E. Erect temporary protection, such as walks, fences, barriers, railings, canopies, and covered passageways, where required by AUTHORITIES HAVING JURISDICTION. F. Buildings and improvements to remain on site shall be cleaned of dust, dirt, and debris caused by demolition operations. Return adjacent areas to condition existing before start of demolition. G. Protect existing site improvements, appurtenances, and landscaping to remain. H. Lawns and landscaping: The CONTRACTOR shall prohibit traffic of any kind across planted lawn and landscaped areas. I. Arrange storage in a manner to provide easy access for inspection. Make periodic inspections of stored products to assure that products are maintained under specified conditions, and free from damage or deterioration. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) - END OF SECTION - SECTION 01660 -EQUIPMENT TESTING AND STARTUP PART 1 - GENERAL 1.01 THE REQUIREMENT A. Where required, the CONTRACTOR shall perform equipment testing and startup. Note that this requirement is requisite to the satisfactory completion of the contract and, therefore, shall be completed within the contract time. 1.02 EQUIPMENT TESTING A. The CONTRACTOR shall provide the services of an experienced and authorized representative of the manufacturer of each item of equipment requiring startup who shall visit the site of the WORK and inspect, check, adjust if necessary, and approve the equipment installation. In each case, the CONTRACTOR shall arrange to have the manufacturer's representative revisit the job site as often as necessary until any and all trouble is corrected and the equipment installation and operation are satisfactory to the CONSULTANT. B. The CONTRACTOR shall require that each manufacturer's representative furnish to the ENGINEER a written report addressed to the CONSULTANT and/or PROGRAM MANAGER certifying that the equipment has been properly installed and lubricated, is in accurate alignment, is free from any undue stress imposed by connecting piping or anchor bolts, and has been operated satisfactorily under full-load conditions. C. The CONTRACTOR shall be responsible for scheduling all Startup testing. The CONTRACTOR is advised that the CONSULTANT and the COUNTY's operating personnel will likely witness operations testing and that the manufacturer's representative shall be required to instruct the operating personnel in correct operation and maintenance procedures. Such instruction shall be scheduled at a time arranged with the CONSULTANT and/or PROGRAM MANAGER at least 2 weeks in advance and shall be provided while the respective manufacturer's equipment is fully operational. On-site instruction shall be given by qualified persons who have been made familiar in advance with the equipment. Prior to scheduling any operations testing, the CONTRACTOR shall have previously furnished the Operations Manuals specified elsewhere. D. The CONTRACTOR shall notify the CONSULTANT and/or the PROGRAM MANAGER at least three (3) days in advance of each equipment test. E. The CONTRACTOR shall furnish all personnel required to conduct the testing and startup. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) - END OF SECTION - SECTION 01700 - CONTRACT CLOSEOUT PART 1 - GENERAL 1.01 THE REQUIREMENT A. The CONTRACTOR shall comply with all requirements as stated in Exhibit H, General Terms & Conditions, Article 20, Completion and any other requirements specified in the Technical or Administrative Specification. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. All applicable sections of the Specifications. B. General Conditions 1.03 SUBSTANTIAL COMPLETION A. When the CONTRACTOR considers a portion of the work is substantially complete, it shall submit to the CONSULTANT and/or the PROGRAM MANAGER: 1. A written notice that the work or designated portion thereof, is substantially complete. 2. A list of items to be completed or corrected. B. Within a reasonable time after receipt of such notice, the PROGRAM MANAGER, COUNTY and CONSULTANT will make an inspection to determine the status of completion. C. Should the CONSULTANT, with input from the PROGRAM MANAGER and or the COUNTY, determine that the work is not substantially complete: 1. The CONSULTANT, through the PROGRAM MANAGER will promptly notify the CONTRACTOR in writing, giving the reasons therefore. 2. The CONTRACTOR shall remedy the deficiencies in the work and send a second written notice of substantial completion to the CONSULTANT and/or the PROGRAM MANAGER. 3. The CONSULTANT and/or the PROGRAM MANAGER and the COUNTY will reinspect the work. D. When the CONSULTANT and/or the PROGRAM MANAGER and the COUNTY concur that the work is substantially complete, the CONSULTANT will: 1. Prepare a "Certificate of Substantial Completion" for execution by the CONSUL TANT and the COUNTY accompanied by a list of items to be completed or corrected. 2. Submit the Certificate to the CONTRACTOR for its written acceptance of the responsibilities assigned therein. 1.04 FINAL INSPECTION A. When the CONTRACTOR considers the work is complete, it shall submit written certification that: 1. The Contract Documents have been reviewed. 2. The Work has been inspected for compliance with the Contract Documents. 3. The Work has been completed in accordance with the Contract Documents. 4. Equipment and systems have been tested in the presence of the COUNTY Representative and are operational. 5. The Work is compieted and ready for final inspection. B. The CONSULTANT and/or the PROGRAM MANAGER and the COUNTY will make an inspection to verify the status of completion with reasonable promptness after receipt of such certification. C. Should the CONSULTANT and/or the PROGRAM MANAGER and the COUNTY consider that the work is incomplete and defective: 1. The COUNTY Representative will promptly notify the CONTRACTOR, in writing, listing the incomplete or defective work. 2. The CONTRACTOR shall take immediate steps to remedy the stated deficiencies, and send a second written certification to COUNTY Representative that the work is complete. 3. The COUNTY Representative and the CONSULTANT will reinspect the work. D. When the CONSULTANT and/or the PROGRAM MANAGER and the COUNTY find that the work is acceptable under the Contract Documents, it shall request the CONTRACTOR to make closeout submittals. 1.05 REINSPECTION FEES A. Should the COUNTY Representative perform reinspections due to failure of the work to comply with the claims of status of completion made by the CONTRACTOR: 1. The COUNTY will compensate its Representative and the CONSULTANT for such additional services. 2. The COUNTY will deduct the amount of such compensation from the final payment to the CONTRACTOR. 1.06 CONTRACTOR'S CLOSEOUT SUBMITTALS TO COUNTY'S REPRESENTATIVE A. Evidence of compliance with requirements of governing authorities. 1. Certificates of Inspection. a. From agencies having jurisdiction or as may be required. B. Project Record Documents: To requirements of the Section entitled "Project Record Documents". C. Operating and Maintenance Data, Instructions to COUNTY's Personnel: To requirements of the Section entitied ,"Operating and Maintenance Data." D. Guarantees and Bonds: To requirements of the section entitled ,"Guarantees and Bonds." E. Evidence of Payment and Release of Liens: To requirements of General and Supplementary General Conditions. F. Certificate of Insurance for Products and Completed Operations. 1.07 FINAL ADJUSTMENT OF ACCOUNTS A. Submit a final statement of accounting to the CONSULTANT and/or the PROGRAM MANAGER. B. Statement shall reflect all adjustments to the Contract Sum: 1. The original Contract Sum. 2. Additions and deductions resulting from: a. Previous Change Orders. b. Allowances. c. Unit Prices. d. Deductions for uncorrected work. e. Penalties and Bonuses. f. Deductions for liquidated damages. g. Deductions for reinspection payments. h. Other adjustments. 3. Total Contract Sum, as required. 4. Previous payments. 5. Sum remaining due. C. The COUNTY/PROGRAM MANAGER will prepare a final Change Order, reflecting approved adjustments to the Contract Sum which were not previously made by Change Orders, to be executed by the CONSULTANT and/or the COUNTY/PROGRAM MANAGER and CONTRACTOR. 1.08 FINAL APPLICATION FOR PAYMENT A. The CONTRACTOR shall submit the Final Application for Payment in accordance with procedures and requirements stated in Exhibit H, General Terms & Conditions, Article 6, Final Payment. B. The CONSULTANT will prepare a "Final Certificate of Payment" to be executed by the CONSULTANT and/or the PROGRAM MANAGER and the COUNTY. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) - END OF SECTION - SECTION 01710 - CLEANING PART 1 - GENERAL 1.01 THE REQUIREMENT A. The CONTRACTOR shall execute cleaning, during progress of the Work, and at completion of the Work, as required by the General Conditions and these specifications. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. All applicable sections of the Specifications. B. General Conditions. 1.03 DISPOSAL REQUIREMENTS A. The CONTRACTOR shall conduct its cleaning and disposal operations to comply with all applicable codes, ordinances, regulations, and anti-pollution laws. PART 2 - PRODUCTS 2.01 MATERIALS A. The CONTRACTOR shall use only those cleaning materials which will not create hazards to health or property and which will not damage surfaces. PART 3 - EXECUTION 3.01 DURING CONSTRUCTION A. The Contractor shall execute periodic cleaning to keep the WORK, the site and adjacent properties free from accumulation of waste material, rubbish and windblown debris, resulting from the Construction Work. B. The Contractor shall provide on-site containers for the collection of waste materials, debris and rubbish. C. The Contractor shall remove waste materials, debris and rubbish from the site periodically and dispose of at legal disposal areas away from the site. 3.02 FINAL CLEANING A. The Contractor shall employ skilled workers for final cleaning. B. The Contractor shall remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels, and other foreign materials from sight-exposed surfaces. C. The Contractor shall broom clean exterior paved surfaces; rake clean other surfaces of the grounds. D. Prior to final completion, the CONTRACTOR shall conduct an inspection of sight exposed surfaces, and all WORK areas, to verify the entire WORK is clean. E. All storage and staging areas shall be cleaned and returned to prior conditions or better as per requirements of this section. - END OF SECTION - SECTION 01720 - PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.01 THE REQUIREMENT A. Unless waived in writing and in accordance with Exhibit H, General Terms & Conditions, Article 8, Daily Reports, As-builts, and Meetings - the CONTRACTOR shall at all times maintain at the site of the project a record copy of: 1. Drawings 2. Specifications 3. Addenda 4. Change Orders and other modifications to the Contract. 5. Approved Shop Drawings, Product Data and Samples. 6. Field Test Records. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. All applicable sections of the Specifications. B. General conditions. 1.03 MAINTENANCE OF DOCUMENTS AND SAMPLES A. Store documents and samples in CONTRACTOR's field office apart from documents used for construction. 1. Provide files and racks for storage of documents. 2. Provide locked cabinet or secure storage space for storage of samples. B. File documents and samples in accordance with CSI format. C. Maintain documents in a clean, dry, legible condition and in good order. Do not use record documents for construction purposes. D. Make documents and samples available at all times for inspection by the COUNTY's Representatives. 1.04 MARKING DEVICES A. Provide felt tip marking pens for recording information in the following color code designation: 1. Red - Corrections 2. Yellow - Deletions 3. Green - Comments Changes to the color code designation must be approved by the CONSULTANT and/or PROGRAM MANAGER. 1.05 RECORDING A. The CONTRACTOR shall label each document, "PROJECT RECORD" in neat large printed letters, or by rubber stamp. B. Record information concurrently with construction progress. Do not conceal any work until required information is recorded. C. Drawings: Legibly mark to record actual construction: 1. Horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 2. Field changes of dimension and detail. 3. Changes made by Field Order or by Change Order. 4. Details not on original Contract Drawings. 5. The Record Drawing set shall show benchmark positions and their vertical values. Benchmarks are optional for Plan Views, but required for Profile Views. D. Specifications and Addenda; Legibly mark each Section to record: 1. Manufacturer, trade name, catalog number, and supplier of each product and item of equipment actually installed. 2. Changes made by field order or by Change Order. 1.06 RECORD DRAWINGS A. The CONTRACTOR shall maintain full size (22"X34") field drawings to reflect the "record" items of work as the work progresses. Upon completion of the work, the CONTRACTOR shall prepare a record set of drawings on full-size, reproducible material and an electronic file in .DWG format (AutoCAD, Version 2000 or newer). Electronic file of the design drawings on compact disk will be furnished to the CONTRACTOR by the CONSULTANT for this purpose. B. At a minimum the record drawings shall be reviewed on the 20lhworking day of every third month, or more often, as deemed necessary by the CONSULTANT and/or the PROGRAM MANAGER, after the month in which the final Notice-to-Proceed is given as well as on completion of the WORK. Failure to maintain the record drawings up-to-date shall be grounds for withholding monthly progress payments until such time as the record drawings are brought up-to-date. C. Record drawings shall be accessible to the COUNTY at all times during construction period. D. The cost of maintaining record changes, and preparation of the Record Drawings shall be included in the unit prices bid for the affected items. Upon completion of the WORK, the CONTRACTOR shall furnish the CONSULTANT and/or the PROGRAM MANAGER the reproducible recent Drawings and electronic files. Pay request quantities must match as-builts. The completed Record Drawings shall be delivered to the CONSULTANT and/or the PROGRAM MANAGER at least 48 hours prior to final inspection of the work. The Final Inspection will not be conducted unless the Record Drawings are in the possession of the CONSULT ANT and/or the PROGRAM MANAGER. E. The completed (or final) Record Drawings shall be certified by a Professional Land Surveyor registered in the State of Florida retained by the CONTRACTOR. This certification shall consist of the surveyor's embossed seal bearing the surveyor's registration number, signature and date on each sheet of the drawing set. In addition, the key sheet, cover sheet or first sheet of the plans set shall list the business address and telephone number of the surveyor. F. As applicable, representative items of work that must be shown on the record drawings as verified, changed or added are shown below: 1. Plans: a. Structure types, location with grade of rim and flow-line elevations. b. Sewer type, length, size and elevations. c. Utility type, length, size and elevation in conflict structures. d. All maintenance access structures, valves and hydrants within right-of-way. e. Grade elevations. f. Sewer laterals shall be stationed between maintenance access structures. 2. Pavement Marking and Signing Plans: Sign location where installed if different from plans. 3. Water and Sewer Plans: Location (horizontal and vertical) of all pipe lines, structures, fittings, valves and appurtenances. a. Every valve, tee, bend, fire hydrant, beginning and ending of deflections, maintenance access structure, wet well, etc. shall be located, both horizontally and vertically, from the nearest surface landmark (i.e., centerline of intersection, seawall corner, maintenance access structure, face of a building extended or some other similar landmark that is unlikely to "move" or be buried). b. Every maintenance access structure, valve, tee, bend, fire hydrant, beginning and ending of deflections, etc. locations shall be indicated by state plane coordinates, in the Florida East Zone/NAD 83-90 State Plane Coordinate System. Coordinates shall be indicated to the nearest 0.1 foot. The coordinate northings/eastings may be presented in a table format, providing it is readily ~ecIPhe~?ble what each coordinate refers to. For instance, the Consultant may number. every tee, valve, maintenance access structure, etc. in the plan view and provide a separate plan sheet for the coordinate table. c. In addition to dimensioning and state plane coordinates for appurtenances, the elevation along the top of pipe every 200 feet will also be required. 4. As-builts of water lines shall include the following information: a. Top of pipe elevations and horizontal location every 100 If. b. Locations and elevations of all fittings including bends, tees, gate valves, double detector check valves, fire hydrants, etc. c. All tie-ins to existing lines shall be as-built. d. The ends of all water services at the buildings or homes shall be as-built or where the water service terminates. e. Water services with meter boxes and sanitary sewer laterals with cleanouts at the property line shall be located with a dimension to the nearest landmark. Services/laterals may also be located from each other provided a minimum of five (5) services/laterals are tied together (e.g., a water service meter box is located from a maintenance access structure at the intersection of a street. The next 4 meter boxes can be dimensioned from each other, provided they are all in the same horizontal alignment). f. If there are water services that do not have meter boxes and/or sanitary sewer laterals that do not have cleanouts at the property line (or are not readily visible/accessible), they shall be located by the state plane coordinate system. 5. As-builts of all gravity sanitary sewer lines shall include the following information: a. Rims, inverts and length of piping between structures as well as slopes. b. The stub ends of all sewer laterals shall be located and if there are any cleanouts installed on the sewer laterals then the invert elevation of these cleanouts need to be obtained. 6. Profile Views - The following are minimum Record Drawing data that is to be annotated on the Profile Plans: a. Every valve, tee, bend, fire hydrant, beginning and ending of deflections, maintenance access structure, wet well, etc. shall be located, both horizontally and vertically, from the nearest landmark (i.e., centerline of intersection, seawall corner, maintenance access structure or some other similar landmark that is unlikely to "move" or be buried). b. In addition to dimensioning for appurtenances, the elevation along the top of pipe every 200 feet will also be required. 7. As-builts of all drainage lines shall include the following information: a. Rims, inverts and length of piping between structures and weir elevations if applicable. b. The size of the piping shall be verified by the survey crew at the time of as- built. 8. All rock as-builts for parking lot, roadways and swales areas shall consist of the following: a. Rock elevations at all high and low points, and at enough intermediate points to confirm slope consistency and every 50' for roadways. b. Rock as-builts shall be taken at all locations where there is a finish grade elevation shown on the design plans. c. All catch basin and manhole rim elevations shall be shown. d. Elevations around island areas will also be required. e. As-builts shall be taken on all paved and unpaved swales prior to placement of asphalt and/or topsoil/sod, at enough intermediate points to confirm slope consistency and conformance to the plan details. 10. If a change is made via field order or deviation to any structure, pipeline, etc., a new location shall be noted on the as-builts. The CONSULTANT and/or the PROGRAM MANAGER may request additional as-built information to verify horizontal or verticai locations. 11. Every utility (gas, telephone, power, water, forcemain, etc.) encountered and/or crossing drainage, water or sanitary sewer facilities (whether it is a conflict or has sufficient clearances) shall be located, both horizontally and vertically. The clearance between the facilities horizontal and vertical, shall be noted. For instance, if a 2-inch gas main crosses over the top of a 6-inch potable water main, the bottom elevation of the gas main shall be noted and the top of the watermain shall be noted. The difference between the two utilities will be the clearance between the two utilities. Parallel mains shall note the clearance between the outside of the mains. It shall be the CONTRACTOR's responsibility to note these crossings on a daily basis and insure that this information is reflected on the Record Drawing plan set. Crossings will not require state plane coordinates. 12. Pipelines that are "dead" or have been abandoned shall be located during construction and shall be annotated on the Record Drawing Plans. 13. As-built survey drawings shall meet applicable minimum technical standards for land surveys as outlined in Section 61G17 of the Florida Administrative Code. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable)- END OF SECTION - SECTION 01730 - OPERATIONS AND MAINTENANCE DATA PART 1 - GENERAL 1.01 THE REQUIREMENTS A. The CONTRACTOR shall compile product data and related information appropriate for COUNTY's maintenance and operation of products furnished under this Contract, as applicable. B. The CONTRACTOR shall instruct COUNTY personnel in maintenance of products and in operation of equipment and systems, as applicable. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. All applicable sections of the Specifications. B. General Conditions. 1.03 QUALITY ASSURANCE A. The CONTRACTOR shall ensure that data shall be prepared by personnel (retained by the Contractor): 1. Trained and experienced in maintenance and operation of described products. 2. Familiar with requirements of this Section. 3. Skilled as technical writer to the extent required to communicate essential data. 4. Skilled as draftsman/technician competent to prepare required drawings. 1.04 FORM OF SUBMITTALS A. Prepare data in the form of an instructional manual for use by COUNTY's personnel. B. Format: 1. Size: 8-1/2 in. x 11 in. 2. Paper: Manufacturer's original printed data, or neatly typewritten. 3. Drawings: 22-inch to 34-inch prints a. Provide reinforced punched binder tabs, bind in with text. b. Fold larger drawings to size of text pages. 4. Provide fly-leaf for each separate product, or each piece of operating equipment. a. Provide typed description of product, and major component parts of equipment. b. Provide indexed tabs. 5. Cover: Identifying each volume with typed or printed title: "OPERATING AND MAINTENANCE INSTRUCTIONS." List: a. Title of the Project. b. Identification of separate structure as applicable. c. Identification of general subject matter covered in the manual. C. Binders: 1. Commercial quality three-ring binders with durable and cleanable plastic covers. 2. Maximum ring size: 1 inch. 3. When multiple binders are used, correlate the data into related consistent groupings. 1.05 CONTENT OF MANUAL A. Neatly typewritten table of contents for each volume, arranged in systematic order. 1. CONTRACTOR, name of responsible principal, address and telephone number. 2. A list of each product required to be included, indexed to content of the volume. 3. List, with each product, name, address and telephone number of: a. SUBCONTRACTOR or installer. b. Maintenance CONTRACTOR, as appropriate. c. Identify area of responsibility of each. d. Local source of supply for parts and replacement. 4. Identify each product by product name and other identifying symbols as set forth in the Contract Documents. B. Product Data: 1. Include only those sheets which are pertinent to the specific product. 2. Annotate each sheet to: a. Clearly identify specific product or part installed. b. Clearly identify data applicable to installation. c. Delete references to inapplicable information. C. Drawings: 1. Supplement product data with drawings as necessary to clearly illustrate: a. Relations of component parts of equipment and systems. b. Control and flow diagrams. 2. Coordinate drawings with information in Product Record Documents to assure correct illustration of completed installation. a. Do not use Project Record Documents as maintenance drawings. D. Written text, as required to supplement product data for the particular installation: 1. Organize in consistent format under separate heading for different procedures. 2. Provide logical sequence of instructions for each procedure. E. Copy of each guarantee, bond and service contract issued. 1. Provide information sheet for COUNTY's personnel, give: a. Proper procedures in event of failure. b. Instances which might affect validity of guarantee or bonds. 1.06 MANUAL FOR MATERIALS AND FINISHES A. Submit two copies of complete manual in final form. B. Content, for architectural products, applied materials and finishes: 1. Manufacturers' data, giving full information on products. a. Catalog number, size and composition. b. Color and texture designations. c. Information required for re-ordering special manufactured products. 2. Instructions for care and maintenance. a. Manufacturer's recommendations for types of cleaning agents and methods. b. Cautions against cleaning agents and methods which are detrimental to product. c. Recommended schedule for cleaning and maintenance. C. Content, for moisture-protection and weather-exposed products: 1. Manufacturer's data, giving full information on products. a. Applicable standards. b. Chemical composition. c. Details of installation. 2. Instructions for inspection, maintenance, and repair. D. Additional requirements for maintenance data: Respective sections of Specifications. 1.07 MANUAL FOR EQUIPMENT AND SYSTEMS A. Submit three copies of complete manual in final form. B. Content, for each unit of equipment and system, as appropriate. 1. Description of unit and component parts. a. Function, normal operating characteristics, and limiting conditions. b. Performance curves, Engineering data and tests. c. Complete nomenclature and commercial number of replaceable parts. 2. Operating procedures: a. Start-up, break-in, routine and normal operating instructions. b. Regulation, control, stopping, shut-down and emergency instructions. c. Summer and winter operating instructions. d. Special operating instructions. 3. Maintenance Procedures: a. Routine operations. b. Guide to "Trouble-shooting." c. Disassembly, repair and reassembly. d. Alignment, adjusting and checking. 4. Servicing and lubrication schedule. a. List of lubricants required. 5. Manufacturer's printed operating and maintenance instructions. 6. Description of sequence of operation by control manufacturer. 7. Original manufacturer's parts list, illustrations, assembly drawings and diagrams required for maintenance. 8. As-installed control diagrams by controls manufacturer. 9. Each CONTRACTOR's coordination drawings. a. As-installed color coded piping diagrams. 10. Charts of valve tag numbers, with location and function of each valve. 11. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage. 12. Other data as required under pertinent sections of Specifications. C. Content, for each electric and electronic system, as appropriate: 1. Description of system and component parts. a. Function, normal operating characteristics, and limiting conditions. b. Performance curves, engineering data and tests. c. Complete nomenclature and commercial number of replaceable part. 2. Circuit directories of panelboards. a. Electrical service. b. Controls. 3. As-installed color coded wiring diagrams. 4. Operating procedures: a. Routine and normal operating instructions. b. Sequences required. c. Special operating instructions. 5. Maintenance procedures: a. Routine operations. b. Guide to "Trouble-Shooting". c. Disassembly, repair, and reassembly. d. Adjustment and checking. 6. Manufacturer's printed operating and maintenance instructions. 7. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage. 8. Other data as required under pertinent sections of Specifications. D. Prepare and include additional data when the need for such data becomes apparent during instruction of COUNTY's personnel. E. Additional requirements for operating and maintenance data: Respective section of Specifications. 1.08 SUBMITTAL SCHEDULE A. Submit two copies of preliminary draft of proposed formats and outlines of contents prior to start of work. 1. The CONSULTANT will review draft and return one copy with comments. B. Submit one copy of completed data in final form fifteen days prior to final inspection or acceptance. 1. Copy will be returned after final inspection or acceptance, with comments. C. Submit specified number of copies of approved data in final form 10 days after the above said copy with comments is received. 1.09 INSTRUCTION OF OWNER'S PERSONNEL A. Prior to final inspection or acceptance, fully instruct COUNTY's designated operation and maintenance personnel in operation, adjustment and maintenance of products, equipment and systems. B. Operating and maintenance manual shall constitute the basis of instruction. 1. Review contents of manual with personnel in full detail to explain all aspects of operations and maintenance. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable)- END OF SECTION - SECTION 01740 - GUARANTEES AND BONDS PART 1 - GENERAL 1.01 THE REQUIREMENT A. The Contractor shall: 1. Compile specified guarantees and bonds. 2. Compile specified services and maintenance contracts. 3. Review submittals to verify compliance with the Contract Documents. 4. Submit to the CONSULTANT and/or the PROGRAM MANAGER Representative for CONSULTANT review and transmittal to COUNTY. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. All applicable sections of the Specifications. B. General Conditions. 1.03 SUBMITTAL REQUIREMENTS A. Assemble guarantees, bonds and service and maintenance contracts, executed by each of the respective manufacturers, suppliers, and Subcontractors. B. Number of original signed copies required: Three each. C. Table of Contents: Neatly typed, in orderly sequence. Provide complete information for each item. 1. Product or work item. 2. Firm, with name of principal, address and telephone number. 3. Scope. 4. Date of beginning warranty, bond or service and maintenance contract. 5. Duration of warranty, bond or service maintenance contract. 6. Provide information for COUNTY personnel: a. Proper procedure in case offailure. b. Instances which might affect the validity of warranty or bond. 7. CONTRACTOR, name of responsible principal, address and telephone number. 1.04 FORM OF SUBMITTALS A. Prepare in triplicate packets. B. Format: 1. Size 8-1/2 in. x 11 in., punch sheets for standard 3-ring binder. Fold larger sheets to fit into binders. 2. Cover: Identify each packet with typed or printed title "GUARANTEES AND BONDS". List: a. Title of Project. b. Name of CONTRACTOR. C. Binders: Commercial quality, three-ring, with durable and cleanable plastic covers. 1.05 TIME OF SUBMITTALS A. Make submittals within ten days after Date of Substantial Completion, prior to final request for payment. B. For ~ems of work, where acceptance is delayed materially beyond Date of Substantial Completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start of guarantee period. 1.06 SUBMITTALS REQUIRED A. Submit guarantees, bonds, service and maintenance contracts for periods other than one year as specified in respective specific sections of the Specifications, (if applicable). B. The General CONTRACTOR shall submit on the entire Project the one year guarantee in accordance with the requirements set forth in Exhibit H, Terms & Conditions, Article21, WARRANTY, (except for certain portions of the work, where longer periods of time are specified in the specific applicable sections of the Specifications). PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) - END OF SECTION - EXHIBIT J TECHNICAL SPECIFICATIONS PROJECT: LELY MANOR CANAL WEST OUTFAL (NORTH SECTION) LASIP IMPROVEMENTS ABB PROJECT NUMBER 7599-3 PREPARED FOR: COLLIER COUNTY TRANSPORTATION DIVISION ROAD MAINTENANCE DEPARTMENT STORMW A TER SECTION 2885 SOUTH HORSESHOE DRIVE NAPLES, FL 34104 ENGINEER: AGNOLI, BARBER & BRUNDAGE, INC. 7400 TAMIAMI TRAIL NORTH, SUITE 200 NAPLES, FL 34108 Telephone (239) 597-311 ] Fax (239) 566-2203 DATE: December 2009 TABLE OF CONTENTS EXHIBIT J TECHNICAL SPECIFICA nONS Pagc SECTION I SPECIAL CONDITIONS ................................................................................1 I. GENERAL ...... ............ .............. ................ .......... ............ ..............................1 SECTION 2 SITE WORK....................................................................................................3 I. CLEARING AND GRUBBING.....................................................................3 II. EARTHWORK.. .... ...... ..... ........................... ............... ............... ................. ...3 III. SEED ING/MULCHING/SODDING..............................................................4 IV. EXCAVATION AND BACKFILL FOR UTILITY SYSTEMS .....................5 SECTION 3 PAVING ........................................................................................................11 I. STABILIZED SUB-GRADE/LIME ROCK BASE .......................................11 II. PRIME/TACK COATS................................................................................12 Ill. ASPHALTIC CONCRETE SURFACE COURSE........................................ 12 IV. CONCRETE CURBS/GUTTERS ................................................................13 V. PAVEMENT MARKINGS ..........................................................................16 VI. CONCRETE PARKING LOT PAVING ......................................................16 SECTION 4 DRAIN AGE.................................................................................................. 22 I. STORM SEWERS/STRUCTURES .............................................................22 II. SW ALE EXCAVATION .............................................................................25 SECTION 5 CONCRETE .................... .......... .... ...... ............ ........ ..................... .................27 I. GENERAL .... ...... ... ....... .............. .... ... ....... ........... ................ ....... ................27 Exhibit J Table of Contents - Specifications Index 1 SECTION 6 GEOWEB LOAD SUPPORT SYSTEM ........................................................29 I. GENERAL ............................. ... ................................................ ............... ...29 SECTION 7 PLANTINGS ...... ... ... .... .................... ......... ... ...... ................... ................. .......40 I. GENERAL............... ......................... ............... ................................... ....... ...40 II. SW ALE EXCAVATION ..............................................................................43 SECTION 8 MEASUREMENT AND PAYMENT ............................................................46 I. GENERAL ...... .......... ..... ................ ........... .... ....... .................. ... ..................46 Exhibit J Table of Contents Specifications Index 11 EXHIBIT J TECHNICAL SPECIFICATIONS SECTION 1 SPECIAL CONDITIONS I. GENERAL A. Beginning Work The Contractor shall notify the Engineer, the Utility Department and any and all utility companies of his intention to bcgin work, not less than 5 days in advance of the date on which he proposes to begin construction. B. Suspension of Work The Contractor shall not suspend operations or remove equipment or materials necessary for the completion of the work without thc permission of the Engineer. The Engineer shall have the authority to suspend the work, wholly or in part, for such period or periods as may be deemed nccessary, due to the failure on the part of the Contractor to carry out ordcrs given or to comply with any or all provisions ofthe contract. Such suspension shall be ordered in writing, giving in detail the rcasons for thc suspension. Iffor any reason it should become necessary to stop work for an indefinite period, the Contractor shall store all materials in such manner that they will not obstruct or impede the traveling public unnecessarily, not bccomc damaged in any way, and he shall takc every rcasonable precaution to prevent damage to or deterioration ofthc work performed, shall provide suitable drainage of the roadway by opening ditches, shoulder drains, etc., and shall provide any temporary structures neecssary for public travel or convenience. C. Night Work In general, all work shall be performed during daylight hours. For special operations, night work may be done if so authorized in writing and appropriate governmental approvals are obtained. No night work shall be performed unless adcquatc artificial lighting has been providcd and has been approved. D. Sequence of Operation The Contractor shall not open up work to thc prcjudice of work already started, and the Engineer may require the Contractor to [mish a section on which work is in progress before work is started on any additional section. E. Drainage Thc Contractor shall so conduct his operations and maintain the work in such condition that adequate drainage will bc in etfcct at all times. Existing functioning storm sewers, guttcrs, i:\i,,!-jl ':L',j ,'11 1 <i'" ,;,! (dn,iili,r: ditches, and other run-off facilities shall not be obstructed. F. Hvdrants Fire hydrants on or adjacent to the roadway shall be kept accessible to firc apparatus at all times and no material or obstruction shall be placed within IS-feet of any such hydrant. G. Barricades and Protection of Work The Contractor shall protcct his work throughout its length by the erection of suitable barricades where required. He shall further indicate this work at night by the maintenance of suitable lights or flares, especially along or across thoroughfares. Wherever it is neccssary to cross a public walk, he shall provide a suitablc safe walkway. He shall also comply with all laws or ordinances covering the protection of such work and the safcty mcasures to be employed thercin. The Contractor shall carry out his work so as not to deny access to privatc propcrty. All utility access manholes, valves, fire hydrants and letter boxes shall be kept accessiblc at all times. H. Use of Explosives No blasting shall be done except upon approval by the Owner and the governmental agency or political subdivision having jurisdiction. Whcn thc usc of explosives is approved by thc Owner as necessary for the execution of the work, the Contractor shall use thc utmost care so as not to endanger life or property, and assume rcsponsibility for any such damage resulting from his blasting operations, and whenever directed, the number and sizc ofthc charges shall be reduecd. All cxplosivcs shall bc storcd in a secure manner and all such storage places shall bc marked clearly, "DANGEROUS EXPLOSIVES" and shall be in carc of competent watchmcn. All permits required for the use of explosives shall be obtained by the Contractor at his expense. All re- quircments of thc govcrnmental agcney issuing pcrmit shall be observed. SEC I : :,>ih;i J ~;_'l!i"l1 I "i,-,.j;;l ( <';" 1;1;. ,n, 2 SECTION 2 SITE WORK I. CLEARING AND GRUBBING A. Scope The scope of this section consists of clearing and grubbing within areas designated by the Enginecr. The work of clearing and grubbing shall include the disposal of the rcsultant products and debris. The Contractor shall examine the entirc site of the proposed work prior to submitting his bid in order to verifY existing conditions and/or variances bctwecn cxisting conditions and thosc shown on thc plans or callcd for in the specifications. In the event existing conditions vary from the plans and specifications, he shall base his bid upon cxisting conditions. B. Clearing and Grubbing, and Selective Clearing The work shall include the complete removal and disposal of all buildings, timber, brush, stumps, roots, grass, wecds, sawdust, rubbish and all othcr obstructions resting on or protruding through the surface of existing ground and the surface of cxeavated areas. All stumps, roots and other debris shall be removed to a depth of at least one foot below the ground surface. The surface shall thcn be plowed to a dcpth of not lcss than six inches and all stumps, roots, ctc., exposed shall be removed to a depth of at least onc foot. Where so directed by the Engineer, desirablc trees within the work area shall be trimmed, protected and left standing. Sclectivc clearing shall be performcd in some areas by retaining trees sclccted by the Owner for saving which shall be protceted from construction equipmcnt by thc Contractor in a manner approved by the Engineer. Any loose boulders or rocks lying on the surface ofthe ground shall be removed. Timber, stumps, brush, roots, rubbish, and any objectionable material resulting from clearing and grubbing shall be disposcd of off site. Thc Contractor shall obtain all necessary permits and approvals. As an alternate proposal, burning of debris will be allowed subjcct to the Contractor obtaining all requircd pcrmits and subjcct to applicable laws, ordinances and regulations. II. EARTHWORK A. Scope The work of this section consists offumishing all necessary labor, equipment, material and transportation necessary to bring the site to the lines and gradcs shown on the drawings. The Contractor shall examine the entire site of the proposed work prior to submitting his bid in ordcr to verifY existing conditions and/or variances bctween cxisting conditions and thosc shown on the plans or called for in the specifications. In the cvent existing conditions vary from the plans and specifications, hc shall base his bid on existing conditions. Exhibit J Section 2 Clearing & Grubbing 3 B. Excavation Existing surfaccs to bc cxcavatcd from, or fillcd over, shall be stripped to a depth of six inchcs, unless otherwise directed by the Engineer, to rcmove grass and roots. This stripped material will be classified as unsuitable matcrial and shall be used as top soil. All suitable materials rcmoved from the excavation shall be used as far as practicable in thc formation of the embankments, sub-grades, shoulders and other placcs as directed. No cxcavated material shall be wasted without permission, and whcrc neccssary to waste such material it shall be disposed of as directed by the Engineer. Matcrial classified as A-8 in accordance with AASHTO Designation M145-73 is considered to be highly organic soil (peat or muck) and un- suitable material. This unsuitable material existing in detention arcas may remain, unlcss otherwise as directed by the Engineer. The unsuitablc matcrial shall be stockpilcd in surplus cxcavatcd matcrial arcas as shown in the Drawings or as otherwisc directed by the Engincer. All excavated material shall be considered property of the Owner and disposcd of on the Project. C. Grading Excavated material from lakes, swales and/or ditches may be used to make required fill providcd the material is of suitable nature. Grading shall bc accomplished to meet the proposed elevations as shown on the plans. Any suitable excess cxcavatcd material shall remain the property of the Owner and shall be disposed of 011 site as directed by the Engincer. All suitable excavatcd material shall bc considcred propcrty of the Owner and disposed of on thc project. D. Road. Parking Lot. and Travel-Wav Road, parking lot, travel-way and cart path embankment material and placement shall be in conformance with Florida D.O.T. Standard Specifications, Section 120. III. SEEDING/MULCHING/SODDING A. SCODC The scope of this section consists of seeding, sodding, fertilizing and mulching all unpaved areas within road and/or completed drainage swale rights-of-way. The Contractor shall cxamine the entire site of the proposed work prior to submitting his bid in ordcr to verity existing conditions and/or variances between existing conditions and thosc shown on the plans or callcd for in the specifications. In the cvent existing conditions vary from the plans and specifications, he shall base his bid upon existing conditions. B. Materials and Placement of Seed and Mulch The Contractor shall furnish all labor, material and cquipment to prepare shoulders and baekslopes from the edge ofthc pavement or back of the concrete gutter to the right-of-way line, and such other areas as designated on thc plans. All work shall be in accordance with Section Exhibit J Section 2 Clearing & Grubbing 4 570,571 and 575, of the latest edition ofthe "Florida D.O.T." standard specifications. C. Final Cleanup The Contractor shall keep the works free from accumulations of wastc materials, rubbish and other debris resulting from thc work. Upon completion of the work and beforc acceptance and [mal payment will be made, the Contractor shall clcan and rcmove from the works and adjacent property, all surplus and discarded matcrials, rubbish and temporary structures; rcstore in an acceptable manner all property, both public and privatc, which has been damaged during the prosecution of the work; and shallleavc the sitc and vicinity unobstructed and in a neat and presentable condition throughout the entire area or lcngth ofthc work under contract. The placing ofmatcrials of cvcry charactcr, rubbish, or equipment on abutting property, with or without the conscnt of the property owncrs, shall not constitute satisfactory disposal. Ifthc works are of such character as may be done by blocks or scctions, the Contractor may bc required to rcmovc promptly and dispose of accumulatcd rubbish, debris or surplus materials from blocks or scctions as complctcd or partially complcted. In the evcnt of delay exceeding four days aftcr writtcn notice is given to the Contractor by the Engineer to remove such rubbish or materials, or to rcstorc displaccd or damaged property, the Owncr may cmploy such labor and equipment as he may deem ncccssary for the purposc and the cost of such work, togethcr with thc cost of supervision, shall bc charged to the Contractor, and shall be dcducted from any moncy duc him. No Contract shall be considcrcd as having been com- plcted until all rubbish and surplus matcrials havc bccn rcmovcd and properly disposcd of. IV. EXCA V A TION AND BACKFILL FOR UTILITY SYSTEMS A. Scopc Thc work included under this Section consists of clcaring, cxcavating, grading and backfilling as required for the construction ofthc utility systems consisting of piping and appurtenances as shown on the Drawings and specified hcrein. B. Clcarinll 1. General The Contractor shall perform all clcaring ncccssary for the proper installation of all piping and appurtcnanccs in the locations shown on the Drawings. Plantings, shrubbery, trccs, utility poles or structures subjcct to damage resulting from the excavation shall be transplanted, relocated, braced, shored, or othcrwise protected and prescrvcd unless othcrwisc dircctcd by thc Enginecr. 2. Tree Protection The Contractor shall exercisc carc to protcct the roots of trees which are to remain. Whcn Exhibit J Section 2 C!caring & Grubbing 5 excavating within 5-feet of the tnmk of such trees, the Contractor shall use chain saws, pruning shears and/or clippers to prune injured roots. Thc backfill shall be placed as soon as possible. C. Excavation The Contractor shall perform all excavation of every description and of whatever substances encountered, to the dimensions and depth shown on thc Drawings, or as directed. All cxcavations shall be madc by open cut (see Section V of the Special Conditions Section for information on blasting). All existing utilities such as pipes, poles and structures shall be carefully supportcd and protccted from injury and, in casc of damagc they shall be restored at no cost to the Owner. In areas where trench widths are not limited by right-of-way, and/or easement widths, property line rcstrictions, existing adjaccnt improvements, including pavements, structures and other utilitics, and maintenancc of traffic, the trench sides may be sloped to a stable angle of repose of the excavated matcrial. shceting shall be installed as necessary to maintain pipe trenches within the specified limits. A substantially and safely constructcd movable shield, "box" or "mulc" may be used in place of sheeting when the trcnch is opcncd immediately ahead of the shicld and closed immediately behind the shield as pipe laying procecds insidc the shield. Pipc trenches for utility lines shall be excavated to a width within the limits of the top of the pipe and the trench bottom so as to provide a clearance on each sidc of the pipe barrel, measured to the face ofthc excavation, or shceting ifused, ofS-inches minimum and whcre the pipe size exceeds 12-inches to IS-inchcs minimum. Excavation for appurtenances shall be sufficient to providc a clearance between their outcr surfaces and thc facc of the cxcavation or sheeting, ifused, of not less than 12-inches. Manhole excavations shall be carried to sufficient depth to pcrmit their construction on thc undisturbed bottom of the excavation. If ovcrcut, bcdding material shall be furnished at no cost to the Owner. Materials removcd from thc trenches shall be stored and disposed of in such a manner that they will not interfere with traffic on public streets and sidewalks and they shall not bc placed on privatc propcrty. In congcsted areas, such materials as cannot bc storcd adjacent to the trench or used immediately as backfill shall be rcmovcd to stockpile arcas designated by the Engineer. All materials suitable for use as backfill shall be hauled to and used in areas where not enough suitable material is available from the excavation. Suitable material in cxcess of backfill requirements shall become the propcrty of the Owner and shall be placed on sitc in an arca and manner designated by the Engineer, at the Contractor's expense. All unsuitablc material shall become the property of Contractor and shall be rcmoved from thc site by Contractor. D. Removal of Water Exhibit J Section 2 Clearing & Grubbing 6 It is a basic requiremcnt of these spccifications that excavations shall bc free from water before pipc or structures are installed. Howevcr, it is rcalized that in certain sections of the work this cannot be accomplished economically and thc Contractor may elect to usc thc Alternate Mcthod of Construction (scc paragraph T). Thc Contractor shall providc all ncccssary pumps, underdrains, well-point systems, and othcr mcans for removing water from trcnches and other parts of the work. The Contractor shall continuc dcwatcring operations until thc backfill has progressed to a sufficient depth ovcr the pipe to prcvcnt floatation or movemcnt of thc pipe in the trench and until backfill is above the natural water tablc. Water from the trenchcs and cxcavation shall be disposed of per South Florida Water Management District pennit restrictions in such a manner as will not cause injury to public health, to public or private property, to the work complctcd or in progress, to the surface of the streets, or cause any interference with the use of the same by thc public. E. Pipc Bcdding; Excavation shall bc backfilled with approved pipe bedding material, up to the level of thc lower one-third of the proposed pipe barrel. This backfill shall be tamped and compacted to providc a propcr bcdding for the pipe and shall then be shaped to rcccivc the pipe. Bedding shall be provided undcr thc branch of all fittings to furnish adequatc support and bearing under thc fitting. Bedding material for piping shalT bc pea rock, drainfield lirnerock, or similar matcrials as approvcd by the Enginecr. Limerock screenings, sand or othcr fine inorganic matcrial from the cxcavation may bc uscd for bcdding matcrial when pipc is installed above the natural water table. Any excavation below the Icvcls rcquircd for installation of thc pipc bcdding, except for "Additional Excavation", as hcreinafter specified, shall bc backfilled with approvcd bedding material, tampcd, compactcd and shapcd in 12" lifts to providc propcr support for thc proposed pipe, at no cost to thc Owncr. F. Trench Stabilization No claim for cxtras, or additional payment will bc considered for cost incurred in thc stabilization of trench bottoms that are rcndcrcd soft or unstable as a result of construction methods, such as improper or inadequate sheeting, dcwatcring or other causes. In no cvcnt shall pipe be installcd whcn such conditions exist and thc Contractor shall correct such conditions so as to provide proper bcdding or foundations for the proposcd installation at no additional cost to the Owner. G. Backfill Backfill material shalT be noncohesive, nonplastic and free of all debris, lumps and clods. Backfill matcrial placed within I-foot of piping and appurtcnances shall not contain any stones or rocks larger than 2-inchcs in diamctcr (I-inch for PVC) and no stoncs or rocks larger than 6-inchcs in diameter will bc pcnnittcd in any backfill. Exhibit J Section 2 Clearing & Grubbing 7 If a sufficient quantity of suitablc backfill matcrial is not availablc from the trench or othcr excavations within thc sitc ofthc work, thc Engineer will ordcr thc Contractor to provide additional material suitable for this purpose. The additional matcrial shall bc installed as specified hcrcin. Selected backfill material containing no stone or rocks larger than 2- inches shall be placed in 12- inch layers and thoroughly tamped to a depth of 12-inches over the top ofthc pipe. Particular attention and carc shall bc cxcrcised in obtaining thorough support for the branch of all service connection fittings. Carc shall bc taken to preserve the alignment and gradient of the installed p1pe. After the backfill has bcen placcd to a levcl12-inchcs over the pipe, the remaindcr ofthc backfill shall be placed in layers, not to cxcccd 12-inchcs, and compactcd with mechanical vibrators or other suitable equipment to obtain a density ofthe backfilled material of not less than 95 perccnt of its maximum density as hereinafter defmed. No more than 250 feet of trcnch shall be opened, without backfilling, at any timc. At the end of thc work day, all trench shall bc completcly backfillcd except the pipe end, which shall bc protected against damage and accident. Backfilling of a trench through an existing paved area shall proceed per plan dctails, if applicable. H. Additional Excavation and Backfill Whcrc organic material, such as roots, muck, or othcr vcgctablc matter, or other material which, in the opinion of the Engineer, will result in unsatisfactory foundation conditions, is encountered bclow thc lcvcl of the proposcd pipc bcdding matcrial, it shall bc wholly or partially rcmovcd as directed by the Engineer and wasted. Sheeting shall be installcd as ncccssary to maintain pipe trenches within the specified limits. The resulting cxcavation shall be backfillcd with suitable backfill material, placed in 6-inch laycrs, tamped and compactcd up to thc level ofthc bottom of thc proposed pipe bedding material. Compaction of this matcrial shall be to a minimum of95% of AASHTO T -180. Construction shall then proceed in accordancc with thc provisions of Subsection E, Pipe Bedding. Additional excavation shall be pertormcd where organic or other unsuitable matcrial is encountered in the excavation. The Contractor shall bring thc condition to the attention of thc Enginecr and obtain his dctcrmination as to whcther or not thc matcrial will requirc rcmoval, prior to preparing thc pipc bcdding. Whcrc such additional cxcavation is ordcrcd by the Engineer, thc cost of such excavation and backtill shall be included in thc unit pricc bid tor cxcavation of unsuitablc material. Unsuitable matcrial will becomc propcrty of Contractor and removed from thc sitc. I. Alternate Method of Construction Exhibit J Section 2 Clearing & Grubbing 8 A combination of conditions in the substrata, water table, or method of disposal may be cncountered during the course of the work which make dewatering impossible, or only possible through the use of unusual mcthods, thc cost of which is cxccssive. When such conditions arc encountered, but only after all rcasonablc mcans to dcwatcr thc excavation have been cmployed without success, thc Contractor, with thc concurrcncc of thc Engineer, may elect to employ the following alternate method of construction. The concurrence of the Engincer shall be obtained in writing and shall limit the use of the alternate method of construction to such specific portions of the work as the Engineer shall determine. The construction spccifications contained in the preceding parts ofthis section shall establish the required standards of construction quality for this work. Use of the alternatc method of construction dcscribed hereinafter shall in no way be construcd as rclicving the Contractor of his basic responsibility for satisfactory completion ofthe work. No additional payment will be made to the Contractor for cxcavation, backfill, shccting or any costs in use of this alternate mcthod of construction. The unit prices establishcd in the Proposal shall be full payment for the various items of work. Subject to all of the requirements stat cd hercin, including written approval ofthc Enginecr, construction will bc pClmitted in accordancc with the following specifications. All requircmcnts of Subscction A through Subscction I, including this Scction, shall apply to this construction unless otherwise specifically modified herein. I. Removal of Water The installation of pipe, manholes and appurtenances under water will be permittcd and the rcquiremcnts of Article 0, "Removal of Watcr" , will bc waivcd. 2. Excavation Excavation for manholes to be installed undcr watcr shall bc continucd to a depth, below the outside bottom of the proposed structure, which will provide a minimum space of 12- inches in rock, or 24-inches in sand, for thc placement of drainfield limerock as hcrcinaftcr specified. The excavation of pipe trenches at their junction with excavations for manholes shall be modified in the following manner: A longitudinally sloping, plane bottom surface, for the placement of pipe bedding matcrial, shall be provided from the bottom of the manholc excavation, at its extremity, to a line of intersection with the bottom of the typical excavation of IO-feet mcasured horizontally, from the vertical plane of the manholc cx- cavation. 3. Pipc and Manholc Bcdding The pipe trench or manhole cxcavation shall be backfilled to receive the pipe or manhole with drainfield limerock as the same is commonly rctcITcd to in this area, up to the level of Exhibit J Section 2 Clearing & Grubbing 9 SEC2 the lower one-third of the proposed pipe barrel, or to the outside bottom of the proposed manhole, as applicablc. This backfill shall be tampcd and compacted to provide proper bedding for the pipe or manhole, as also specified herein. Under no circumstances will material other than drainficld Iimcrock bc considcrcd satisfactory for use as bedding material for underwatcr construction. 4. Backfill After the pipe is installed, backfilling shall proceed in accordance with the provisions of Subsection G, "Backfill". Exhibit J Section 2 Clearing & Grubbing 10 SECTION 3 PAVING I. STABILIZED SUB-GRADE/LIMEROCK BASE A. Scopc Thc scope of this scction consists of furnishing labor, cquipment, and materials for the construction of a crushed limerock base and of a stabilized subgradc. The stabilized subgrade and the base course shall be constructed in accordancc with thc plans and specifications. Standard specifications where used hcrcin shall mcan thc most rcccnt cdition ofthc "Florida Department of Transportation Standard Spccifications for Road and Bridgc Construction". Thc Contractor shall cxaminc thc cntire site of the proposed work prior to submitting his bid in ordcr to vcrifY existing conditions and those shown on the plans or called for in the specifications. B. Material and Construction The limerock base and subgradc matcrial shall conform to Scction 911 ofthc "Florida D.O.T. Standard Specifications". Stabilization ofthc subgradc and shouldcrs shall be in accordance with Scction 160 ofthc "Florida D.O.T. Standard Specifications". Construction oflimcrock basc shall be in accordance with Section 200 of the Florida D.O.T. Standard Specifications". Thc subgradc and shoulders shall be stabilized to thc depth and width as shown on the plans and shall have a minimum Florida Bearing Value (FBV) of75 or a minimum Limerock Bearing Ratio (LBR) of 40. The subgrade and shoulders shall be compacted to at least 98% of maximum dcn- sity as dctcrmincd by thc AASHTO T180, (modificd proctor tcst). The limerock base shall have a compacted thickncss and width as shown in the drawings. All limerock shall have a minimum LBR of 100. Compaction of the base course shall be at least to 98% of the maximum density as detcrmincd by thc AASHTO T180, (modified proctor tcst). C. Testing and Inspcction The Contractor shall be responsible for thc cost of and the furnishing ofsamplcs ofthc matcrials to a tcsting laboratory approvcd by thc Enginccrs. Tcst rcport and samplcs shall be required from cvcry limerock supplier furnishing the material. Thc sourcc of matcrial dcsignated shall not change without written consent of the Engineer. During the construction, the Enginccr may rcquire additional tests if any visible variation occurs. One Florida Bearing Value (FBV) Tcst or Limerock Bearing Ratio (LBR) tcst for cach 0-1000 square yards of subgrade and one FBV (or LBR) test for each additional I 000 squarc yards (AASHO Tl80). One in placc density test for cach 0-1000 square yards of basc coursc and one tcst for each additional 1000 square yards (AASHTO T180) shall be provided by the Contractor. During construction a ficld inspcction of cach phase shall be made by the Engineer. It is thc J-." -'I!li(i75L}'J-,~ l~'h \L!Til'i'(",i!1:,] \\,',1 C''lll''''i""jdl'' ,.,-,,"pl','itll 'iil" "! ~,iy \h] .). \.. "Lli \\,>1 i ';,',' "'" _i I':i\ iii'c,di' 11 Contractor's rcsponsibility to notity the Engineer when a phase of construction is ready for inspection. Thc Contractor shall notity the Owner prior to conducting any tcst, so that the Owner may havc his Representative present. II. PRIME/TACK COATS A. Scope The scopc of this scction consists of furnishing labor, cquipmcnt and materials for the application of bituminous matcrial on all previously preparcd basc or a c1can, cxisting asphaltic surface in accordance with these specifications and in conformity with the most rcccnt cdition ofthe "Florida Department of Transportation Standard Specifications for Road and Bridgc Construction" . B. Matcrials and Application Matcrials and application of prime and tack coats shall bc in accordance with Section 300 ofthe Standard Spccifications. III. ASPHALTIC CONCRETE SURFACE COURSE A. Scope The scope of this Scction consists of furnishing labor, equipment and materials for thc construction of an asphaltic concrctc surfacc coursc. The asphaltic concrete surface coursc shall be constructcd in accordancc with thc plans and spccifications. Standard Specifications whcre used herein shall mean the most recent edition of the "Florida Departmcnt of Transportation Standard Specifications for Road and Bridge Construction". Thc Contractor shall cxaminc thc cntirc sitc of thc proposcd work prior to submitting his bid in ordcr to verity existing conditions and those shown on the plans or called for in the spccifications. B. Matcrials The materials for thc asphaltic concrete surface course shall consist ofthc typc surfacc specified in thc plans. The matcrial, processing of the material and construction shall comply with applicable Sections 310-339 ofthc Standard Specifications. C. Thickness and Width Requirements The thickness and width of the compacted asphaltic concrctc surfacc course is shown on the Plans. Where the surface course is construct cd on an cxisting pavcment or old base which is irregular, the actual minimum finished thickncss ofthc compactcd asphaltic concrete surface coursc shall not be less than thc thickncss shown on the plans. Any surfacc coursc found to be less than that thickness shall be removed and replaccd. 1', '!'I'i)7"'j)_~ 1,,1\ \LUL;j"( '~II;;d \Vl",[ ("'ilc"'i1\>11\L ,c,'~ ~~i'c\':I;, II't '1, I dy \Lcn li;I;;i \\,-,1 I ;\(1::] _I ~~'diul _~ i':i\iL," ,i,. 12 D. Protection of Pavement After the completion of the pavement, no vehicular traffic of any kind shall be permitted on the pavemcnt until it has set sufficiently to prcvcnt rutting or othcr distortion. E. Testing and Acceptancc Thc asphaltic concrete surface course shall be tested and accepted with respect to compacted density and surface tolerance in accordancc with thc applicablc requirements of Section 330-10 and 330-12 of the Standard Specifications. IV. CONCRETE CURBS/GUTTERS A. Scope The work covered in this Section of the Specifications consists offumishing all plant, labor equipment, materials and the performing of all operations necessary for the construction of concrete curbs and/or gutters. B. Construction Methods All curbs, gutters, etc., shall be constructcd in accordance with these Specifications and in conformity with the lines, gradcs, dimensions, and notes shown on the plans. Excavation shall be to the required depth, and thc supporting earth, basc, or subgrade shall be compactcd in conformance with Section 3A. Subgrades for walks and concrctc mcdians shall be compactcd to a firm, cvcn surfacc, by mcans of rolling, watcring and/or tamping. After the concrete has set sufficiently, but not latcr than three days after placing, thc spaccs in front and back shall be backfilled with suitable matcrial and compactcd. Whcn street bases are to be constructed adjacent to curbs, gutters, etc., the curb, gutter, etc., shall be propcrly backfilled and shall cure for a period of not less than (3) days before any base material is placed against it. All work shall be performed to the length and cross-sections shown on the plans. Forms shall be of sufficient strength to resist the pressure of the concrete without springing. Bottom forms shall not be removed within twcnty-four hours after initial concrete placement. Side or top forms shall not be removed within twelve hours after concretc placcmcnt. Upon thc rcmoval of the forms, minor defects shall bc corrcctcd with a rich mix of cement mortar. Curbs and guttcrs shall bc finished until a smooth surfacc is attaincd. Final finish shall bc a light broom fmish. When completed the concretc shall be cured as outlined herein. i-,~i'i()(i! )L)')~~ L l'I~. \ LII ;\,1 (, II d 1 \\ l'-,i ( ',il"',:l< 11;,1 Jlle", Si'~l'it-I, It:' iih! ,-iy \ L:-, i ( .i,;;,1 \\v,t I-J::hl "';~yi:Ui1 _J I' "in,_'..,!, 'c' 13 C. Placing ofConcrcte Concrctc shall bc dcposited in clcan, wct forms and as nearly as practicablc in its final position to avoid scgregation. Concrcte placing shall bc carricd on at such a rate that thc concrctc is at all timcs plastic and flows readily into the spaccs bctween thc bars. Concrcting shall bc a continuous opcration until thc panel or section is eomplcted. All structural eoncrcte shall be vibrated. No conerctc shall bc allowcd a free fall of more than four feet (4') or allowed to strikc against a vertical or inclined surface or rcinforecmcnt above the point of dcposit. Placing by means of pumping may be allowed, contingent upon the adequacy of the equipment for this particular work. Thc opcration of the pump shall be such that a continuous strcam of concrete without air pockcts is produced. Placing of concrete shall bc so regulated that the pressure caused by the wet con- crete shall not excccd that used in the dcsign ofthc forms. Aftcr the concrete has taken its initial set, care shall be excrciscd to avoid jarring the forms or placing any strain on the ends of project- ing reinforecment. D. Machinc-Laying Maehinc laying of work will bc permittcd, providing all quality conditions of conventional construction are met. As a specific requirement tor machine-laid curb and guttcr, contraction joints shall be sawed unless an alternatc mcthod of constructing thcm is approvcd in writing by the Engineer. Joints shall be sawed at timcs designated by the Enginecr, and at intcrvals often fcct exccpt wherc shorter intervals are rcquired for closures, but no joints shall be sawed or eonstructcd at intervals of less than four fcct. E. Curing As soon as practicable after finishing, all concrete shall be covcred with burlap and kcpt moist for a period of scvcn (7) days or, an approved mcmbrane curing compounds such as Res-x, Aqua Resin Cure, Spartan-Cote and Clcar Bond or suitable cquivalcnts may bc applicd at the Contractor's option. Whcrc membrane curing compound is used, no walking or other traffic will be allowed over the work for seventy-two hours after application unless the surface is protccted by burlap or hcavy building paper. F. Joints 1. Construction Joints Joints not shown or specified shall be located as to least impair the strength and appearance of thc work. The placcment of concrete shall be carried on at such a rate that thc surfaces of concrete which havc not been earricd to joint levels will not have attained initial set bcforc additional eonercte placement. k 'Ii{j()-)'i'!-J I cl~ \ LiI!<iI (',III::! \\ l',,1 (',;; ""'[','1,,\';;, '\11<;'11-1" ! ,.oi;. \L,I"'f ( '1:.1 \\,_'~i i,' 1,:1.! \'_','Th'll' I';r\i <'<I,,; 14 2. Contraction Joints Curbs, curb-and-gutters, and valley gutters shall be constructed with contraction joints at intcrvals oftcn fcct (10') cxccpt whcrc shortcr intervals arc rcquired for closures, but no joint shall bc constructcd at intcrvals oflcss than four feet (4'). Contraction joints may bc of the open type or sawcd. Construction and construction procedurcs of contraction joints shall conform to the Spccifications sct forth in thc "Florida Statc Road Dcpartmcnt Standard Spccifications for Road and Bridgc Construction". 3. Expansion Joints Curbs, curb-and-guttcrs, and vallcy guttcrs shall bc constructed, with cxpansion joints at all inlets, all radius points, all points whcrc operations ceasc for any considcrablc timc and at intcrvals of not more than one hundred fect (100'). Expansionjoints shall bc constructcd with PVC slips cncasing thc reinforcing bars. Expansion joint material shall bc onc-half inch bituminous imprcgnatcd cxpansion joint matcrial. 4. Other Where the Plans call for scalcd joints betwecn walks or concrctc mcdians, and curbs, such joints shall bc construct cd as specificd in thc Standard Spccifications. G. Contractor's Rcsponsibilities The Contractor is fully rcsponsiblc for all concrcte and concretc work and finishcs. He shall rcject all delivered concrcte and finishes not mccting thcsc spccifications. The Contractor shall also be rcsponsiblc for sccuring laboratory tcsts or rcports if such tcsts or rcports arc rcquestcd by thc Engineer. Thc Engincer will not rcquirc the tcsting of morc than onc sct of threc comprcssion tcst cylindcrs per 50 cubic yards, (or part thcrcof). All curbs, guttcrs, ctc., shall be constructcd in accordancc with thcse Spccifications and in conformity with thc lines, gradcs, dimcnsions, and notcs shown on the plans. Excavation shall bc to thc rcquircd dcpth, and thc supporting carth, basc, or subgrade shall bc compacted. Subgradcs for walks and concrctc mcdians shall bc compactcd to a firm, cven surfacc, by means of rolling, watering and/or tamping. After thc concrctc has sct sufficicntly, but not later than thrce days aftcr placing, thc spaces in front and back shall be backfilled with suitablc matcrial and compacted. Whcn strcct bascs arc to bc constructcd adjacent to curbs, guttcrs, ctc., thc curb, guttcr, ctc., shall bc propcrly backfillcd and shall curc for a pcriod of not less than (3) days bcforc any basc material is placcd against it. I',: '(i(I{)7:~'FI_-, l.l-i> \ll1i" ('i!L.! "\l"; l t'il 'i:"I:ll Il\,<<PCXI!!\' [",' .ct ,-'I) \Li':'[ ( ,j!):,! \\','.,:1 ' ":11 \~l;:dn _; i':\\li~,!,!<1'_ 15 V. SIGNING/PAVEMENT MARKINGS A. Scopc The work covered in this Section of the Specifications consists of furnishing all labor cquipment, materials and the performance of all operations necessary for thc installation/application of roadway signs, and pavement markings. B. Signing All roadway signs indicated on the plans shall be constructed as specified in Sections 700 and 996 of the Standard Specifications. Stop signs shall be D.O.T. specified 30" x 30", speed limit signs shall be D.O.T. specified 24" x 30". Both shall be installed per D.O.T. spccifications with 2-1 typc sign brackcts. C. Pavement Markings Twenty-four inch wide thcrmoplastic stop bars shall bc installcd in the proper locations, adjacent to all stop signs. The thermoplastic markings used shall comply with and be installed per Seetion 711 of the Standard Specifieations. The Contractor shall install modified Type 5 Class A refleetive pavement markers in the centcrlinc of the roadway adjacent to all fire hydrants. These markers shall have blue bi-directional reflective faces and shall conform to Section 706 of the Standard Specifieations, and shall be installed by onc of the methods described thcrcin. VI. CONCRETE PARKING LOT PAVING A. General 1. Related Documents The general provisions of the Contract, including Gcncral and Supplementary Conditions apply to the work specified in this Section. 2. Description of Work The extent of concrete paving is shown on the drawings. For concrete thickncss see SITE OR PAVING PLAN. 3. Submittals and Approvals Matcrials shall bc furnishcd ftom sources of supply approved by the Architect or Engincer. Contractor to submit "Proposed Paving Construction Plan", which shall show the concrete paving joint types and locations and shall include a statement of proposcd se- quence and schedule of paving operations with a brief description of motorized paving !<' "iJiH17"<I'l_, 1,':-' \1-11" ,(':,ILI "\l j''':'(''i''''iC!' "'i"'lfil:;j h 1,;.::.:- \1;" ':( 1<,-".11' :; j':I\ 16 equipment if applicable. Proposed joint layout plan shall be submitted to Architect or Engineer seven (7) days prior to commencement of paving operations. Unless the Con- tractor is notificd of rcquired changcs by thc Architcct or Engineer prior to the schcduled paving commencement date the "Proposed Paving Construction Plan" will be considercd acceptcd and approvcd. B. Products I. Matcrials (a) Forms Use forms of either stccl or wood, of size and strength to resist movemcnt during concrete placement and to retain horizontal and vcrtical aligmnent until removal. Use forms that are straight and free of distortion and dcfccts, extending the full depth of the concrete. Use flexible steel fom1s or plywood to form radius bends as required. Coat forms with a form release agent that will not discolor or deface the surface ofthc concrctc. (b) Joint Material Provide premolded joint filler for expansion (isolation) joints. (c) Curing: Compound Usc a pigmented liquid membranc curing compound which shall meet requirements of ASTM Designation C309 (AASHTO MI48). 2. Concrete Mix. Design and Testing Concrete supplier may submit his own plant design mix for approval provided the mix has a record of proven performance acceptable to the Engineer and can bc substantiated by satisfactory supporting data. Concrcte mix shall produce standard-weight concrctc with the following properties to be verified by the use of the appropriatc list cd test methods: - Compressive Strength: 3,000 PSI at 28 days - tested according to ASTM Dcsignation C31 (AASHTO T23) - Slump Rangc: 2 - 4 inches - tested according to ASTM Dcsignation C 143 (AASHTO Tl19) C. Execution of Work I<.:-:-uni'l 7:"i'Li I d> \1:11" (.11,::1 \\v,i C';II'- ,1";1(.1, '1,-" ~i',., iii, '(iil-; i,:i: \hl~X ( i1u] \\>j 1\!"!';1 J :-';~', Ii,>:! ~ I';i\ il:;' ..i", 17 1. Inspection Examine thc areas and conditions under which concrete paving is to be installed. Notity the Engineer of conditions detrimental to the proper and timely completion of the Work. Do not proceed with the Work until all unsatisfactory conditions have been corrccted. 2. Subgrade Preparation Remove loose material from the subgrade. Subgrade must be compactcd to a density of at least 98% of the maximum density as dctcnnined by AASHTO FI80 beforc placing concretc. Do not begin paving work until thc subgradc is brought to grade and fully preparcd, elcan and rcady to rcccive paving. Just prior to placing concrete, moistcn subgrade as rcquired to provide a uniform dampencd surface at thc time concrete is placed. 3. Form Placement. Construction and Utilization Sct forms to the rcquired gradcs and lines to allow continuous progress ofthc work. Clcan forms after cach use and coat with form relcasc agcnt as often as required to cnsure separation from concrete without damage. Instead of using fixcd forms. the Contractor may place concrete with a slipform paver designed to spread, consolidate, scrccd, and float-finish thc ITeshly placcd concrctc in onc complete pass ofthc machinc. The slipform pavcr shall bc opcratcd with as ncatly a continuous forward movement as possiblc and all the operations of mixing, delivering, and spreading coneretc shall be so coordinated as to provide uniform progress with stopping and starting ofthc pavcr held to a minimum. The subgradc and slip form pavcr track arca shall be brought to proper grade and cross section by means of a properly recompacted. If any traffic is allowed to usc the prepared grade, thc grade shall be checked and corrected immediately ahead of placing the concrete. 4. Concrete Placement Ready-mixcd concretc shall bc mixed and transport cd in accordance with the current Specification for Ready-mixed Concrete ASTM Designation C94. Comply with the applicablc requirements of "CONCRETE" Section in the Specifications and as herein specified. Moisten subgradc as required to provide a uniform dampened condition at the time concrete is placed. Do not place concrete around manholes or other structures until thcy havc becn brought to thc required grade and alignment. Concrete shall bc dcposited and consolidated in such a manner as to prevent thc formation of voids or honeycomb pockcts, howcvcr, do not ovcrconsolidate concrete so as to cause segregation of aggregate in concrcte. Consolidate with care to prevcnt dislocation of joint dcvices. Deposit and spread concrete in a continuous opcration. 5. Joint Construction k: 'O(!O::,';,-; 1,-1: \ L:j';\l \ 'i" ,1,.\ ,_',1 ("IT" ';:1:,[,'1',\-, <]i\.-~-i(l\ l"\l!~ l~'ly .\bi:" \\,-011--1, h1 .I "\\',:, Il( ildl PI,::':"', 18 Construct expansion (isolation), contraction (weakencd-plane) and construction joints true to line with face pcrpcndicular to surface of the pavement as shown on Approved Paving Construction Plan. Joints shall bc providcd in both the longitudinal and transverse dircctions. Maximum spacing oflongitudinal and transverse contraction joints shall be fifteen (IS) feet. On radius sections maximum joint spacing shall be twelve (12) fcet as mcasurcd along thc longcst cdgc ofthc curve. (a) Contraction (Wcakcned-Planel Joints Providc contraction joints for a depth no greater than one- fourth (1/4) nor less than one-fifth (1/5) the pavement thickncss. Contraction joints must bc continuous across the slab unless interrupted by a full dcpth joint filler and must cxtcnd completely through any integral curbs. Contraction joint aligmnent may be skcwed or warpcd whcre neccssary to rcach points of stress concentration. Contraction joints are to be constructcd at thc Paving Subcontractors option as follows: (I) Sawed Joints Form contraction joints using saws equipped with shatterproof abrasive or diamond rimmed bladcs. Cut joints into concrete paving as soon as the surfacc will not be revelled or otherwisc damagcd by the cutting action. Joints must bc completed between four (4) and cightccn (18) hours after paving has bccn placcd. (2) Premolded Inserts Usc cmbcddcd strips of pre molded filler joint matcrial cmbedded while concrctc is still in the plastic state. Premolded filler must be flush with the surface of the concrcte paving. (3) Hand-Formed Contraction joints may be installed in thc concrete paving with thc use of a mason's hand groover utilized while the concretc is in the plastic state. Hand groovcr must bc of sufficient depth to leave a finishcd joint greater than "0"/5 and less than "0"/4. Hand- formcdjoints must have a finishcd radius along thc joint cdgc cqual to 1/4 inch. (b) Construction Joints Place full depth Construction Joints at the end of concrete pours and at locations I\. ii(!()7)'H_.' l\'!: \lliUi I ',i': I \\'l'~l (. l:-":P,\T'\L.!I('(\ "Il~"-Ij;" \i:' hi vi\' \h" 'J'( \\ "~,I ! \', l'iI .1 -;,:,',)"n _~ 1'1\ iJI:~,d", 19 where placement opcrations are stoppcd for a period of thirty (30) minutes or more except where such pours terminatc at expansion joints. (c) Expansion (Isolation) Joints Provide Expansion Joints to isolate fIXed objects abutting or within the paved area. Thcymust contain premoldcdjoint filler for the full depth of the paving slab. 6. Finishing Perform concrcte finishing using machine and/or hand tools as required. Adding water to the surface of the concrcte to assist in finishing operations shall not be pcrmitted. A uniform gritty non-slip finish shall be provided by brushing the surface with a stiff-bristled broom or by dragging a "burlap drape" over the surface just before the water sheen appears. 7. Curing Concrete shall be cured by protecting it against loss of moisture and mechanical injury for at least three (3) days after placement. A pigmentcd liquid curing mcmbrane shall be applied immcdiately after fmishing operation. 8. Paving Precautions (a) Form offsets that are uscd at radius points to provide continuity in paving operations should bc at least onc (I) foot in order to avoid slivers of concrete that may be broken off. (b) Construction traJlic shall not use the area dcsignated for passenger car parking. 9. Jointing (a) When pavement areas have many drainage or othcr structures, place joints to approximate the cracking that would occur without joints. Of immediatc concern (possibly within 8 hours depcnding on climatic conditions) are the "critical joints" which are located at narrow areas, interior corners, areas of curving pavement in cul-dc-sacs and at fixcd objects within thc slab area (catch basins, cquipment foundations, planters, bases for light and sign poles, etc). Within the boundaries of critical joints, other joints should be laid out in squarcs with no joint spacing exceeding 15'0". (b) Joints must be continuous across the slab unlcss interruptcd by a full depth joint and must cxtend through intcgral curbs. K: :(I(I(f 7~i<j' - \ Ll'ly \[JI1,'ll ';'!ul \\'l.:-tl, He',i'" \k,\',:~ "P,:,lih>li '1:< lLly " i:!Ij"j { [);il \\ ,_,I I I~l'~:i',-'II _, i':I"IJl'~_(:n 20 (c) Joint alignment may be skewed or warped from the normal grid pattern where necessary to reach points of stress concentration not on the normal pattcrn. (d) Form offsets uscd by Contractors at radius points to providc continuity in paving operations must be at least 12" to avoid slivers of concrete that may be easily broken off. (e) Require curbs to bc cast integrally whenevcr practical as integral curbs strengthen pavement edgcs and are less expensive to construct. (1) Avoid acutc angles ofless than 45' betwcen interscctingjoints. Joint dog legs or fillets at radius points should bc at least 12" long. SEC3 K:O:'Il!iiI7:'i')"__~ ll:1\ \hll"i {'~.I'::l \\ ,>1 ('.'n\'''rUI~d~'1c'~'' '>j-','. ::'c;.i: I ~'1\ \1:!;;. T\ ,::iI \\ ~'-,ll [,\11:1 J ~;c'dtun; J'~l\!I1c'ik'~- 2\ SECTION 4 DRAINAGE I. STORM SEWERS/STRUCTURES A. Scope The scope of this section consists of furnishing labor, equipment and matcrials and the construction of the gravity storm sewer system shown on the plans and/or herein described or spccified. Standard Specifications where used herein shall mean the most recent edition of the "Florida Department of Transportation Standard Specifications for Road and Bridge Construction" . The Contractor shall examine thc cntire site of the proposed work prior to submitting his bid in order to verifY existing conditions and/or variances between existing conditions and those shown on the plans or called for in thc specifications. Tn the event existing conditions vary from the plans and specifications, he shall base his bid upon cxisting conditions. B. Materials Aluminum spiral rib pipe shall comply with the provisions of AASHTO M-196 Type IR and ASTM B-745 Type IR. The pipe material shall be formed from aluminum alelad coil and conform to the current AASHTO M-197 (and ASTM B-744) matcrial specification. The pipe shall have an external helical corrugation of 1/3" X %" X 7-1/2" a.c. resulting in a Manning "n" of 0.012 or less. The helical lock seam shall contain external seam staking. Minimum pipe metal thickness (gauge) shall bc in accordance with the plans. Reinforced concrete pipe shall comply with the provisions of ASTM designation C76 "Standard Spccifications for Reinforced Concrete Pipe" and shall bc Class TIT, Wall B. Pipe joints shall be sealed using rubber gasket joints and the pipc joint shall be manufactured to meet the requirements of the approved typc of gasket to bc used. Joints on oval pipe where provision has not been made for gasketing in the casting, shall be wrapped with geotextile filtcr fabric approved by Engincer. Lifting holes will not be permitted unless the Contractor submits a shop drawing for thc Engineer's approva~ indicating the method to used in sealing thc holes. Mortar used for constructing and plastering manholcs, catch basins, drop inlets and junction boxes shall be in accordance with A.S.T.M. Spccifications Serial Designation C 270. The Contractor will have the option of using eithcr a Portland cemcnt-hydratcd limc mixture or a Portland ccmcnt mixturc with masonry cement added for improved workability. The mortar materials shall be proportioned by volume and shall be as follows: One (I) part Type [Portland cement - A.S.T.M. C-150 Three (3) parts aggregate (sand) - A.S.T.M. C-144 Exhibit J Section 4 Drainage 22 The addition of masonry cement A.S. T.M. C-91 will be pcrmitted to improve workability of mortar. Brick used in the construction of manholes, catch basins, drop inlcts and junction boxes shall be Portland cement concrcte conforming to A.S.T.M. Serial Designation C-55, Grade U II. They shall be sampled in accordance with AS.T.M. Scrial Designation C-140. All concrete and concrete work shall conform to the specifications contained herein unless otherwise noted on the Plans. All concrctc specified in this Section shall attain a minimum compressive strength of 3000 psi in 28 days. Reinforcing bars shall be intermediate grade, new billet-steel, deformed bars free ofloose rust, scale, dirt or oil, and shall conform to A.S.T.M. AI5 latcst revision, "Specifications for Steel Bars for Concrete Reinforcement". Rebar deformations shall conform to A.S.T.M. A305 latest revision. Welded wirc fabric for concrctc reinforcemcnt shall conform to AS.T.M. 185, "Specifications for Welded Steel Wirc Fabric for Concrete Reinforcement". All reinforcement steel shall be placed, spliccd, lapped, etc., in accordance with the AC.T. Standard 318 latest edition, Building Codc Rcquirements For Rcinforced Concrctc. C. Handling Material Reinforced concrete pipe and accessorics shall be loaded and unloaded by lifting with hoists or skidding in a manner that will avoid shock or damagc. Under no circumstances shall such materials be droppcd. Pipe handled on skidways shall not be skidded or rolled against pipe already on the ground. In distributing material at the site of the work, cach piece shall bc unloaded near the place where it is to be laid in the trench. D. I LavinlJ: Concrete Pioe Trcnch and backfilling shall be completed as specified in Section 2-D ofthese Spccifications. Gravity storm sewers shall be laid to the cxact line and grade shown on thc plans. Scwers will bc inspected whcn the line is completed and backfill has been placcd to a dcpth of one foot (I ') ovcr the pipe. Backfill may bc completed only after the Engineers approval of each section has bcen given for line and grade. Faulty sections ofline, rejcctcd by the Engincer, shall bc rcmoved and relaid by thc Contractor. The laying of pipe in finished trenches shall be commenced at thc lowest point, with thc spigot ends pointing in the direction ofthc flow. D.2 Laving Aluminum Soiral Rib Pipc Installation shall bc in accordance with thc pipe manufacturer's "Recommended Installation Procedures" unless otherwisc spccifically modified herein. Trenching and backfilling shall be completcd as specified in Scction 2, Article IV ofthcsc specifications unless other wise specifically Exhibit J Section 4 Drainage 23 modified herein. The pipe shall be installed on select bedding material to the dimensions given on sheet I of 4 of FOOT Standard Index 205. Backfill materials in the pipe envelope shall be limited to clean, non plastic materials that require little or no compaction effort (GP, SP) or to well graded granular materials classified as GW, SW, GM, SM, GC or SC with a maximum plastic index (PI) of 10. Maximum loose lift thickness shall be twelve inches (12") with each lift compacted to a minimum of90% standard density per ASTM 0698 (AASHTO T99). Compaction in excess of ninety-five percent (95%) is not recommended. Special attention to moisture content to limit compaction effort shall be required. Soil cement or cement slurries may be used in lieu of the selected granular materials. When the aluminum spiral rib pipe invert is to be installed below the natural water table, #57 stone shall be utilized for the sclect bedding material and clean sand for backfilling in accordance with the detail shown on the Plans. The stone and sand shall be placed in lifts and compacted/tamped as specified above. Contractor shall exercise extreme caution during backfilling and compaction until the minimum cover requirement is obtained in accordance with the pipe manufacturer's Fill Height or Height of Cover Tables for HS-20 vehicles and construction vehicles. Upon completion of backfilling and compaction of each pipe run, the pipe shall meet the requirements of FOOT Standard Specification Section 430- 8.2. E.I Jointing Reinforced Concrete Pioe All pipe shall be joined by rubber gaskets installed in strict accordance with the recommendations of the pipe manufacturer. The joint shall be scaled so that the joint will remain watertight under all conditions of service, including movement due to expansion, contraction and normal settlement. Pipe joints and rubber gaskets shall conform to the requirements of Sections 941 and 942 ofthe Standard Specifications. E.2 Jointing Aluminium Soiral Rib Pipe Coupling bands shall be made ofthe same material as the pipe and shall be a minimum of 16 gauge. Bolts, nuts, and other hardware used shall meet the requirements of either ASTM A307 or ASTM A325. Each end of each pipe section shall have a minimum of two annular corrugations and shall fully engage, over the entire periphery, one corrugation on each pipe end. In addition, two neoprene "O-ring" type gaskets shall be used in conjunction with the connecting band. The neoprene "O-ring" gaskets shall meet the requirement of ASTM C-361. An acceptable connecting band is the H-12 Hugger Band with double "O-ring" gaskets. Field cut pipe shall only be installed with the plain end (no annular corrugations) in a storm sewer structure. A filter fabric jacket in accordance with FDOT Standard Index 280 shall be installed around all joints. F. Catch Basins, Storm Sewer Manholes and Concrete Headwalls Catch basins, storm sewer manho les and concrete headwalls shall be constructed at the location and to the depth indicated on the drawings and in accordance with the details shown thereon. Excavations Exhibit J Section 4 Drainage 24 and backfill shall be made in accordance with the applicable sections of the specifications. Joints between walls and the incoming outgoing pipes shall be scaled with Portland cement mortar to form a watertight joint. All pipes within catch basins, storm sewer manholes, and concrete headwalls shall be cut off flush with the face of the structure and the broken ends of these pipes shall be grouted with Portland cement mortar to a smooth uniform covering with no steel exposed. All precast reinforced concrete structures shall conform to A.S.T.M. Specification C-478. The Contractor shall submit three (3) sets of shop drawings of the proposed precast structurcs for approval. Construction of grated inlets and catch basins shall be to the elevations and dimensions shown on the Plans. Construction shall include any reasonable adjustment and realignment ofthe grate necessary, or the installation of the inlet grates. Frames shall be secured in mortar and the mortar struck smooth inside and out. G. Manhole Frame and Cover Material used in the manufacture of the casting shall conform to A.S.T.M. Specification A 48-76 Table I, Class 30B iron or of the U.S. Government Specification QQI-652, latest revision for gray iron casting. See details for specific information. H. Form Work All work shall be performed to the dimensions shown on the plans. Forms shall be of sufficient strength to resist springing. Bottom forms shall not be removcd within twenty-four hours after placing the concrete. Side or top forms shall not be removed within twelve hours after placing the concrete. Upon the removal of the forms, minor defects shall be corrected with a rich mix of cement mortar. When completed the concrete shall be cured as outlined herein. II. SW ALE EXCA V A nON A. Scope Swale excavation shall conform to the limits indicated on the plans or specified herein. This work shall include excavation, shaping and sloping and other work necessary in bringing the swale excavation to the required grade, alignment and cross section. B. Excavation All suitable materials removed from the swale excavation shall be used as far as practicable in the formation of sub grades, shoulders or other places as directed. No excavated material shall be wasted without permission, and where necessary to waste such material it shall be disposed of as directed by the Engineer. Material classified as A-8 in accordance with AASHTO Designation M 145 is highly organic soil and is considered unsuitable and is to be removed to the required depth and replaced, to the satisfaction ofthe Engineer, with suitable material. Unsuitable material existing in open areas may remain and these open areas may be used tor disposal areas tor the unsuitable material as directed by the Engineer. Open areas are defined as those areas that do not include building sites, paving or Exhibit J Section 4 Drainage 25 street rights-of-way. All excess unsuitable excavated material shall be considered property of Contractor and shall be removed from the site. Final elevations shall be within 0.1 foot of the required elevation and surfaces shall be sloped to drain as shown on the Drawings. SEC4 Exhibit J Section 4 Drainage 26 SECTION 5 CONCRETE I. GENERAL A. Scope The work included under this section consists of furnishing all materials, forms, transportation and equipment, and performing all necessary labor to do all the plain and reinforced concrete work shown on the Drawings, or incidental to the proper execution of the work, or as herein specified. B. Composition Concrete shall be composed of cement, fme aggregate, coarse aggregate, and water, so proportioned and mixed as to produce a plastic workable mixture in accordance with all requirements under this section suitable to the specific conditions of placement. C. Materials I. Cement Cement for all concrete shall be domestic Portland cement that conforms to the requirements of ASTM C 150, latest revision. Type II cement shall be used in the construction of sanitary sewer manholes, wet wells and pump stations. 2. Aggregate Aggregates shall conform to ASTM C 33, latest revision. 3. Water Water shall be taken from a potable water supply and shall be fresh, e1ean and free from injurious amounts of oil, acid, alkali or organic matter. D. Classification and Strength of Concrete I. Class and strength requirements for concrete shall be as tabulated below. Unless otherwise specified, Class B concrete shall be used. 2. Strength Requirements Concrete class and strength shall meet the minimum compressive strength requirements. The compressivc strengths shall be as determined by standard laboratory cylindcrs tcsts in accordance with the procedure set forth in ASTM C 31 and C 39, latest revisions. Exhibit J Section 5 Concrete 27 Compressive Strength In Pounds Per Square Inch Class Design A B C 4000 3000 2500 E. Field Control and Testing I. General The quality of the concrete as to conformancc to thc specifications is the entire responsibility of the Contractor until it is accepted in place in the structure and verified by the final cylinder tests made by the laboratory as selected by the Owner. These cylinders shall be in accordance with thc procedure set forth in ASTM C 172, latest revision. 2. Reports Proper reports of all tests performed by the laboratory will be prepared by the laboratory and submitted promptly to the Engineer. Such reports shall be properly labeled so as to identifY the portions of the project into which the materials have been placed. F. Concrete Placement The concrete shall be ready-mixed and shall conform to the applicable requirements of ASTM C 94. G. Contractor's Responsibilities The Contractor is fully responsible for all concrete and concrete work and finishes. The Contractor shall abide by the Statement of Responsibilities as set out by The National Ready Mix Concrete Association and the Associated General Contractors of America. SEC 5 Exhibit J Section 5 Concrete 28 SECTION 6 GEOWEB LOAD SUPPORT SYSTEM I. GENERAL A. Scope I. The work covered by this section includes the furnishing of all labor, materials, equipment and incidentals for construction and installation of the Geoweb@ Load Support System, as shown on the Construction Drawings and described by the Contract documents. B. Materials I. Geoweb Cellular Continement System 1.1 Manufacturer and Availability: The Geoweb Cellular Confmement System shall be manufactured by Presto Products Company - Geosystems Products A Business of Alcoa PO Box 2399, 670 N Perkins Street Appleton, WI 54912-2399 Ph: 920-738-1118 Fax: 920-738-1222 E-mail: info@prestogeo.com Website: www.prestogeo.com Supplied Locally by R. H. Moore & Associates, Inc. 800-330-2333 1.2 Geoweb Cellular Confinement System The Geoweb@ system consists of an assembly of fully surface-textured H.D.P.E. sheet strips connected in series, using full-depth ultrasonic spot-welded scams, aligned perpendicular to the longitudinal axis of the strips. When expanded, the interconnected strips torm the walls of a flexible, three-dimensional cellular confinement structure into which the specified infill materials can be placed. The system can include: Geoweb@ geoeells Temporary Stake Anchors Composite Sub-drains Celllnfill Material Exhibit J Section 6 Geoweb Load Support System 29 Pavement Surface Materials Pavement Subbase Material 2. Geoweb Materials - Composition and Properties 2.1 Geoweb@ Base Material Polyethylene used to make strips for Geoweb@ sections shall have a density of 0.935 - 0.965 g/em3 (58.4 - 60.2 Ib/cu.ft) tested per ASTM D1505. Polyethylene used to make strips for Geoweb@ sections shall have an Environmental Stress Crack Resistance (ESCR) of3000 hour tested per ASTM Dl693. The resin manufacturer's certification of polyethylene density and ESCR shall be available upon request from Presto. Carbon black shall be used for ultra-violet light stabilization. Carbon black content shall be 1.5% - 2% by weight through the addition of a carrier with a certified carbon black content. The carbon black shall be homogeneously distributed throughout the material. Presto shall certifY the percentage of carbon black. 2.2 Strip Properties Strips used to make Geoweb@ sections shall have a sheet thickness, of 1.27 mm - 5% + 10% (50 mil-5% +10%) tested per ASTM 05199. Thickness shall be determined in the flat, before any surface texturing or other surface disruption. Perforations shall be such that the peak friction angle between the surface ofthe perforated plastic and a #40 silica sand at 100% relative density shall be no less than 85% of the peak friction angle of the silica sand in isolation when tested by the direct shear method per ASTM 0 5321. The quantity of pertorations shall remove 19.6% T 3% of the cell wall area. 2.3 Cell Scam Peel Strength Test Cell scam strength shall be uniform over the full depth of the cell. Minimum seam peel strengths shall be: 2840 N (640 lbf) for the 200 mm (8.0 in) depth cell, 2130 N (480 Ibf) for the 150 mm (6.0 in) depth cell, 1420 N (320 Ibf) for the 100 mm (4.0 in) depth cell, 1060 N (240 Ibf) for the 75 mm (3.0 in) depth cell. Short-term peel strength shall be tested per Section D. Exhibit J Section 6 Gcoweb Load Support System 30 Seam hang-strength test shall be performed on all resin or pre-manufactured sheet or strips for a period of 168 hours (7 days) minimum in a temperature-controlled environment that undergoes change on a I-hour cycle from room temperature to 540C (1300F). Room temperature is defined in ASTM E41. Long-term peel strength shall be tested per Section E. 2.4 Geoweb Dimensions The Geoweb@ sections shall be fabricated using strips of sheet polyethylene each having a length of3.61 m (11.8 ft). Polyethylene strips shall be connected using full-depth, ultrasonic spot-welds aligned perpendicular to the longitudinal axis of the strip. Weld spacing shall be 356 mm"= 2.5 mm (14 in"= 0.10 in). The ultrasonic weld melt-pool width shall not exceed 25 mm (1.0 in). The Geoweb@ sections shall be "GW20V6WWLL" sections. "6" indicates the cell depth in inches, "WW" and "LL" indicate the expanded section width and length in number of cells. The area of expanded cells shall be 289 sq. cm (44.8 sq. in). Geoweb@ sections for load support construction shall have the following ranges of expanded dimensions. Sections GW20V61025 Expanded Dimensions Minimum - 2.8 m wide x 5.1 m long (9.2 Jl x 16.71\) Maximum - 2.3 m wide x 6.1 m long (7.7 ftx20.1 ft) Nominal Arca - 14.5 m'(156ft') 3. Geosynthetie Components 3.1 Geotextiles The bottom geosynthetic layer shall consist ofMirafi 160N nonwoven geotextile. 3.2 Stake Anchors Geoweb@ sections may be temporarily anchored with ATRA@ anchors or J-hook stakes prior to placing the infill material. The stake layout shall be as required to shape the Geoweb@ sections to the specified dimensions. The stake diameter and length shall be suitable to hold the Geoweb@ sections in tension for the given foundation soil conditions. 3.4 Infill Material The Geoweb@ system infill shall be a mixture of sand/topsoil. Typically, onsite soil can be used if approved by project engineer. Infill needs to be able to support the establishment of vegetation. Exhibit J Section 6 Geoweb Load Support System 31 The vegetation shall consist of sod (type chosen by project manager) 4. Submittals Submit shop drawings. Submit product data, drawings and samples. Submit current product quality assurance test data and independent laboratory test results indicating compliance with specified performance. No material will be considered as an equivalent to the Geoweb@ material unless it meets all areas of this section without exception. Manufacturers seeking to supply what they call equivalent material must submit records, data, independent test results, samples, certifications, and documentation deemed necessary by the Engineer to prove equivalency. The Engineer will approve or disapprove other manufacturers materials within 60 days after all submitted information is studied and tested. 5. Quality Assurance and Certification Product manufacturers shall provide certification of compliance with all applicable testing procedures and related specifications upon written request. Request for certification shall be submitted by the purchasing agency no later than the date of order placement. Product manufacturers shall also have a minimum of 5 years experience producing products tor Load Support Systems. 6. Warranty Presto shall warrant each Geoweb@ cellular confmement system section which it ships to be free from defects in materials and workmanship at the time of manufacture. Presto's exclusive liability under this warranty or otherwise will be to furnish without charge to the manufacturer's customer at the original fo.b. point a replacement for any section which proves to be defective under normal use and service during the 10-year period which begins on the date of shipment by the manufacturer. Presto reserves the right to inspect any allegedly defective section in order to verifY the defect and ascertain its cause. This warranty shall not cover defects attributable to causes or occurrences beyond Presto's control and unrelated to the manufacturing process, including, but not limited to, abuse, misuse, neglect, improper storage, improper installation, improper alteration or improper application. Presto makes no other warranties, express or implied, written or oral, including, but not limited to, any warranties or merchantability or fitness for any particular purpose, in connection with the Geoweb@ cellular confinement system. In no event shall Presto be liable for special, indirect, incidental or consequential Exhibit J Section 6 Geowcb Load Support System 32 damages for the breach of any express or implied warranty or for any other reason, ineluding negligence, in connection with the Geoweb@ cellular confmement system. 7. On-site Manufacturer's Representative Presto shall provide a qualified representative on site at the start of construction to ensure that the contractor installs the Geoweb@ system in accordance with the contract drawings and specifications. The representative shall have at least 5 years experience installing Geoweb@ load support systems and have installed a minimum of50,000 m2 (500,000 ft2) ofGeoweb@material. 8. ISO Certification Presto Products Company shall have earned a certificate of registration, which demonstrates that its quality-management system for its Geoweb@ cellular confinement system is currently registcred to the ISO 9002 quality standards. The scope of ISO 9002 rcgistration shall be for the entire Geoweb@ cellular confinement system product manufacturing process from incoming raw materials (resin) to fmished product. Earned registration shall be verifiable by providing a copy of the current continuous registration certificate upon the customer's written request. Under the scope of the ISO quality standard, Presto Products Company shall compile, keep record of, and provide for each customer order or production lot, actual and certified values for the fo llowing: 1. Resin Lot Number 2. Resin Density 3. Carbon Black content (where applicable) 4. Sheet Thickness 5. Short-term Scam Peel Strength 6. Long-term Seam Peel Strength - 7-day hot box method 9. 10,000-hour Seam Peel Strength Certification Presto Products Company shall provide data showing that the high-density polyethylene resin used to produce the Geoweb@ sections has been tested using an appropriate number of seam samples and varying loads to generate data indicating that the scam peel strength shall survive a loading of at least 95 kg (2091bf) for a minimum of 10,000 hours. Exhibit J Section 6 Geoweb Load Support System 33 10. Materials Handling and Storage The contractor shall check all materials delivered to the site to ensure that the correct materials have been received. Materials shall be stored on site in a manner that ensures that no damage occurs to any of the materials. Damaged materials shall be replaced at the Contractor's expense. 11. Substitutions No material will be considered as an equivalent to the geoeell material specified herein unless it meets all areas of this specification without exception. Manufacturers seeking to supply what they represent as equivalent material must submit records, data, indcpendent test results, samples, certifications, and documentation deemed necessary by the Engineer to prove equivalency. The Engineer shall approve or disapprove other manufacturers materials within 60 days after all submitted information is studied and tested. C. Construction Requirements I. Examination Verify that site conditions are as indicated on the Construction Drawings. VerifY that layout of the proposed work is in accordance with the Construction Drawings. Verify that all required materials delivered to the site comply with the Contract Specifications. 2. Site Preparation The subgrade shall be grubbed and cleared of all trees, brush and root matter. Subgrade soils shall be excavated or graded to the lines and grades shown on the Construction Drawings. The upper.3 m (1 ft) of the subgrade shall be compacted to a minimum of95% Standard Proctor Dry Density (SPDD) or as specified by the Engineer. Where subgrade soils arc eneountcred that are weaker than the assumed design strength, the contractor shall excavate the affected areas and replace the excavated material with suitable fill under the direction of the Engincer. Exhibit J Section 6 Geowcb Load Support Systt:m 34 3. Geotextile Installation The geotextile shall be rolled out over the prepared subgrade along the alignment of the road structure. The geotextile shall be pulled taut to ensure that there are no folds. Geotextile overlaps shall be as directed by the Engineer, or as indicated on the following table. Soil Strength(CBR) I 1-2 2-3 3 Overlap (Not Sewn)mm (in) 1200 (48) 900 (36) 750 (30) 600 (24) Overlap (Sewn) mm (in) 225 (9) 125 (6) 75 (3) 4. Placement of Pavement Subbase Subbase aggregate shall be placed in lifts not exceeding 200 mm (8 in) and compacted to a minimum of95% SPDD or as specified by the Engineer. The thickness of subbase and base aggregate layers, after compaction, shall be as indicated on the Construction Drawings. 5. Geoweb Installation The Geoweb@ sections shall be placed directly on the prepared subgrade or subbase and infilled with the specified infill material. The Geoweb@ section thickness shall be as indicated on the Construction Drawings. The Geoweb@ sections shall be expanded into position at the grades and lines shown on the Construction Drawings. The orientation 0 f expanded sections shall be as indicated on the Construction Drawings. Individual Geoweb@ sections can be held in their expanded positions with steel stakes driven inside selected outer cell walls prior to filling or other suitable methods. Stretcher frames may be used when dimensional tolerances are required. When properly expanded, the typical plan dimensions of individual cells should measure between 224 mm (8.8 in) long by 259 mm (10.2 in) wide (nominal"= 10%). The edges of adjacent Geoweb@ sections shall be inter-leafed or butt-jointed according to which side-wall profiles abut. In all cases, the upper surfaces of adjoining Geoweb@ sections shall be flush at the joint. Inter-leafside connections between expanded Geoweb@ sections. Welded edge scams should be overlapped and aligned when stapling. Abut end connections between Geoweb@ sections. The longitudinal centerlines of abutting external cells should be aligned and stapled at the cell wall contact point. Exhibit J Section 6 Geoweb Load Support System 35 Adjoining sections shall be stapled together using a Stanley Bostitch P50-1 OB pneumatic stapler using 1/2 inch SBI03020 wire staples (or other approved stapler and staples). Refer to Presto's standard drawings tor additional details rcgarding panel connections. The Geoweb@ sections shall be anchored in position prior to placing infill material by using either temporary stakes, by hand placement of infill material into the comer cells, or by other suitable methods. At catch basins, utilities, or other obstructions, the Geoweb@ sections shall be stretched into position and cut around the perimeter ofthc obstruction to allow the Geoweb@ sections to slip over the obstruction and placed flat on the prepared surface. 6. Placement of In fill Soil The specified infill material shall be placed into the expanded cells with equipment appropriate for the site conditions such as a backhoe or a front-end loader. The maximum drop height into the cells shall be limited to a maximum of I m (3 ft) to avoid damage or displacement of the cell walls. 7. Sand/Topsoil Mix Overfill the cells and level to a minimum 50 mm (2 in) above the top of the cells walls. A front-end loader may be used to place the infill provided that it only traffics above Geoweb@ sections that have been filled and covered with the minimum 50 mm (2 in) of additional material. The infill material shall be compacted to a minimum density of95% Standard Proctor Dry Density and the surface graded to the minimum specified height of compacted overfill material. This may be aceomplishcd by back-blading with a straight edged loader bucket. A tolerance of plus or minus 12.5 mm (1/2 in) is acceptable. The infill material shall be vegetated as specificd. D. Short-Term Seam Strength Test Procedure 1. Frequency of Test The short-term seam peel strength test (referred to as the 'test' in this section) shall be performed on a geocell section randomly taken directly from the production line each two hours. Exhibit J Section 6 Gcoweb Load Support System 36 2. Test Sample Preparation Randomly select 10 welds within the geocell section to be tested. Cut the strips defming those welds from the section such that the cut is 10 cm (4 in) on both sides of the weld and perpendicular to the weld. End and internal welds require 4 cuts. Edge welds require 2 cuts. Prior to testing, the test samples shall have air cool for a minimum of30 minutes from the time the selected geocell section was manufactured. 3. Short-term Seam Peel Strength Test The apparatus used for testing the short-term scam peel strength shall be of such configuration that the jaws of the e1amp shall not over stress the sample during the test period. The sample to be tested shall be loaded such that the load applied shall produce a peeling action 011 the seam. Load shall be applied at a rate of 300 mm (12 in) per minute and be applied tor adequate time to determine the maximum load. The date, time and load shall be recorded. Short-term scam peel strength shall be defined as the maximum load applied to the test sample. Minimum required short-term seam peel strength shall be: I. 2840 N (640 Ibf) for the 200 mm (8 in) depth cell. 2. 2130 N (480 Ibf) tor the 150 mm (6 in) depth cell. 3. 1420 N (320 Ibf) for the 100 mm (4 in) depth cell. 4. 1060 N (240 Ibf) for the 75 mm (3 in) depth cell. 4. Definition of Pass I Failure Two methods shall be used to determine acceptability of the manufactured geocell sections. The successful passing of the short-term seam peel test shall not be used to determine acceptable of the polyethylene for use in manufacturing ofthe geocell sections. Acceptability of the polyethylene shall be determined through tests conducted in Section E. 5. The Tested Value Ifmore than one of the tested seam samples fails to meet the minimum peel strength, all sections manufactured after the previously successful test shall be rejected. If all tested seam samples meet the minimum peel strength, all geocell sections manufactured since the last successful test shall be considered to have passed the test. Exhibit J Section 6 Geoweb Load Support System 37 When one of the tested scam samples tails to meet the minimum peel strength, another 1. 0 samples shall be randomly selected and cut from the previously selected scetion. Ifmore than one of these samples fails, all sections manufactured after the previously successful test shall be rejected. Otherwise, all geocell sections manufactured since the last successful test shall be considered to have passed the test. 6. Visual Failure Mode After each sample is tested, the seam shall be examined to determine the failure mode. Two failure modes arc possible. I . Material failure within and adjacent to the weld indicated by material strain and 2. Weld failure resulting in complete separation of the scam and shows little or no material strain. Upon examination, when the failure mode results in complete separation of the seam and indicates little or no material strain, product manufactured shall be rejected. E. Lon~-Term Seam Strength Test Procedure 1. Frequency of Test The long-term seam peel-strength test (referred to as the 'test' in this section) shall be performed: I. on each new resin lot number if the geocell manufacturer extrudes the sheet or strip used to produce the geocell material. 2. on each new order of sheet andlor strip ifthe geocell manufacturer does not extrude the sheet and/or strip used to produce the geocell material. 2. Test Sample Preparation A test sample shall be made using four of the strips meeting all aspects of the material portion of this specification. The four strips arc to be welded together using a warm welder producing a 2-celllong section of geoeell product. The 2-eell section of geoeell shall have 3 rows of welds connecting the four strips. The rows of welds arc to be labeled A, Band C. The individual welds within each row shall be numbered consecutively from left to right starting with the number I (one). The test sample shall air cool for a minimum of30 minutes. Randomly select 10 welds from within the test sample. Cut the strips defming those welds such that the cut is 10 cm (4 in) on both sides ofthe weld and perpendicular to the weld. End and internal welds require 4 cuts. Exhibit J Section 6 Gcowcb Load Support System 38 SEC6 Edge welds require 2 cuts. These samples shall be cut to a width of 1 0 cm (4 in). Properly identity each weld using the row letter and wcld number. These samples are now ready to be tested. 3. Long-term Scam Peel Strength Test The long-term seam peel-strength test shall take place within an environmentally controlled chamber that undergoes temperature change on a I-hour cycle from room temperature to 54DC (1300F). Room temperature shall be defined per ASTM E41. Within the environmentally controlled chamber, one of the ends of the samples (10 samples in total) shall be secured to a stationary upper clamp. The jaws of the clamp shall be of such configuration that the grip does not over stress the sample during the test period. The sample shall be secured so that its axis is vertical and the welds being tested arc horizontal as the sample hangs within the environmentally controlled chamber. The sample to be tested shall be loaded such that the load applied shall produce a peeling action on the seam. A weight of72.5 kg (160 Ib) shall be lifted via a hoist or lift platform and attached to the free lower end, ofthe sample. The weight shall be lowered in a way so that no impact load occurs on the sample being tested. The weight shall be sufficient distance from the floor of the chamber so that the weight will not touch the floor of the chamber as the sample undergoes creep during the test period. The date and hour the weight is applied shall be recorded. The temperature cycle shall commence immediately within the environmentally controlled chamber. The test period for the applied load shall be 168 hours. 4. Definition of Pass I Failure If any of the 10 scams fail prior to the end ofthe I 68-hour (7-day) period, the date and hour of the failure shall be recorded and the polyethylene resin and strip material shall be considered unsuitable for geocell manufacturing. Exhibit J Section 6 Gcoweb Load Support System 39 SECTION 7 PLANTINGS I. GENERAL A. Scope The required plantings consist of ground cover species, four inch liner minimum size installed three feet on center, in two planting zones. The species that are to be installed by zone are listed in Table 1. T bl I S b PI t d b Z a e ~peCles to e an e y one Botanical Name Common Name Above SHWT Below SHWT Andropogon sp. Broomsedge X Erazrostis elliottii Lovegrass X Gaillardia pulchella* Blanketflower X . - Helianthus debilis* Beach sunflower X Mulenberzia cappillaris Muhlygrass X Paspalum monostachyum Seashore paspalum X Spartina bakeri Sand eordgrass X * Species to be installed in upper portion of planting zone The Contractor, by completing the Bid Form, acknowledges that they have inspected the site and have read, understand and will abide by all conditions of the contract documents. B. Description 1. Work Included a. The work consists of the delivery and installation of specific plant species of the quantity, quality, and size specified in the construction documents. b. The Contractor shall be responsible for all materials and work called for in these documents. It is the intent of these specifications to provide quality plants vigorous in growth. Any item not specifically shown in these specifications, but normally required to contorm to such intent, is to be considered as part of the work. e. Completion of work shall mean the full and exact compliance and conformity with the provisions expressed or implied in these specifications. d. The Contractor shall provide a report to the Owner's Representative with a summary of the size and number of plant species delivered to and Exhibit J Section 7 Plantings 40 installed e. The Contractor shall provide all labor, equipment, tools, and incidentals necessary to deliver and hand plant ground cover species within the designated planting areas. 2. Substitutions and Changes in the Work Substitutions and changes are not anticipated concerning plant species, minimum sizes, and numbers. However, the Owner reserves the right to make adjustments to the species composition and quantities and shall provide the Contractor at least 30 days notice prior to specified delivery dates. Changes made to the number of plants required will result in a modification in the contract amount based on the per plant costs provided on the attached Bid Form. Any and all requests for substitutions or changes in the work by the Contractor must be requested in writing by the Contractor, and approved in writing by the Owner's Representative before work may start on the substitution or change. C. Oualitv Assurance 1. Materials Plant material nomenclature shall conform to the botanical (scientific) names. Names of varieties not included therein shall conform generally with names accepted in the nursery trade. 2. Inspections a. Plants may be inspected and approved prior to installation. Contractor shall be responsible for replacement of plants that do not meet specification and have not been approved prior to installation with no additional cost to Owner. b. Installation - The installation shall be subject to inspection at any time by the Owner, Owner's Representative, or local, state, and federal regulatory agencies. On-site observations shall continue throughout the contract period. 3. Varietal Characteristics All plant materials shall be the species and variety specified in the documents, typical of the varietal characteristics. The growth habitat, leaf arrangement, Exhibit J Section 7 Plantings 41 texture, and plant structure shall show the standard characteristics of the plant's specific species. If there are any questions as to certainty, it will be the responsibility of the Contractor to verifY the species. D. Product Handling I. Growing Conditions a. All plants shall be grown in accordance with sound nursery practice to assure a fully developed, healthy plant. All plants shall be grown under climatic conditions similar to those of the project. Container grown stock shall be planted in sturdy containers. Plants must have been previously root pruned and/or contain sufficient roots for continued growth without resulting shock. b. Plants shall be grown in a soil mixture suited to each species and which will promote optimum secondary root development and plant establishment. The Contractor shall be responsible for preventing root- bound stock by increasing the size of the container if necessary. Plants shall be adequately rooted to hold the soil mass together until planting. Plants shall not be root-bound. 2. Protection a. Individual plant species shall be grown in conditions most advantageous to growth for that particular species in respect to sun, shade, and other climatic conditions. The delivered specimen shall be true to color and characteristic of the plant form. All plants shall be free of frost, insect, diseases, mechanical damage, and weed and exotic free. b. Plants grown initially under shade conditions shall be hardened in direct sunlight for a minimum of the last one month immediatcly prior to delivery. 3. Storage Plants being stored and those being prepared for shipping shall be cared for in such a manner that damage will not be caused. Plants being prepared for shipment shall receive proper care, including proper water and protection from injurious climatic conditions. Plants shall be shipped in such a manner as to prevent damage to stems and root systems during delivery and handling. Plants shall not be stored in a body of transport truck, but shall be delivered to the site promptly, and unloaded as soon as delivered. Containerized material shall not be Exhibit J Section 7 Plantings 42 stacked prior to shipment. II. PRODUCTS A Plant Materials 1. General Plants shall be well formed and shaped, true to type as specified. 2. Nomenclature Selected stock shall be true to botanical and common name and variety. Botanical name shall have precedence over common name. 3. Containerized Plants All container grown plants shall meet the specifications called for in this document. They shall be well rooted and established in the container in which they are delivered to the site, and shall have been in that container sufficiently long for the fibrous roots to hold together when removed from the container. The container shall be sturdy and of the design, size, (unless otherwise specified) and quality usually accepted in the nursery industry for the growing of nursery stock of the listed variety. The container shall be sufficiently rigid to hold the soil protecting the root mass during shipping. 4. Planting Soil All planting soil used for containerized growing shall be soil that is generally accepted for the growing of the particular plant species. All soils shall be weed, exotic, pest, and insect free. 5. Replacement If the plant stock does not meet the specifications, the Contractor shall replace the plant stock at their own expense. B. Delivery 1. The Contractor shall deliver the plant materials to a designated staging site in a vehicle outfitted specifically for the transportation of such nursery stock. All plant material shall be delivered in a manner to prevent damage, including wind damage. There shall be no evidence of wind or sun damage and materials shown Exhibit J Section 7 Plantings 43 have no evidence of drying. The Contractor shall be responsible for unloading all plant materials at the planting areas. C. Installation 1. The contractor shall observe the following planting instructions: a. All plant materials will be planted in a manner consistent with the planting plans. b. Care will be taken that plant roots will not be allowed to dry out during delivery, handling, and planting. e. The Contractor shall plant all plant materials by hand. d. The Contractor shall water all planted materials immediately following planting. e. The Owner reserves the right to make adjustments to the above spacing, species composition, site layout, and plant numbers and will provide the Contractor with thirty (30) days notice prior to installation. D. Maintenance Once planting is completed, the planted materials shall be maintained by the Contractor, including but not limited to watering as needed, throughout the contract time until Final Release for the Contract by the Owner and their representatives. E. Acceptance Upon completion of installation of the required plants in the planting areas, the Owner's Representative shall inspect the plant material at the site for general conformance with the Technical Specifications. Plant materials and plant installation conforming to the specifications will be accepted by the Owner's Representative. The Owner's Representative shall review reports from the Contractor summarizing the number, size, type, and location of the planting material. The acceptance will be based on visual obscrvation and review of reports submitted by the Contractor. The Contractor shall be responsible for replacing plant material which docs not conform with the Technical Specifications or is unacceptable to the Owner or their Representatives at no additional cost to the Owner. F. Guarantee Exhibit J Section 7 Plantings 44 SEC 7 The Contractor shall guarantee that the plant materials are installed according to the plans and specifications given in these documents and the permits issued by the regulatory agencies. Contractor shall be responsible for 100 percent survival of installed plants until determination of substantial completion. Maintaining 100 percent survival of plants may include watering and replacement of dead plants. A minimum 80 percent survivorship for one year will be required for all planted herbaceous material. It is the Contractor's responsibility to coordinate chemicals used, schedule used and application techniques, because the Contractor, not the Owner will be held responsible for plant mortality. The Contractor will be required to bond or irrevocable letter of credit equal to ten percent (10%) of the sum to be paid by Owner for all of the work to be provide under the terms of the contract between the Owner and Contractor. Said bond or irrevocablc letter of credit shall secure the cost of replacement and maintenance of the plantings, and shall be in such form, substance and from such issuer as shall be acceptable to Owner in its sole discretion. Survival of the Plantings, and all determinations as to the percentage of Plantings that have survived, shall be determined by the Owner's Representative, no less often than semi-annually and at the expiration or termination of all of the Contractor's work. Contractor to be responsible tor complying with all issued permits and securing any additional permits required to complete the work. The above guarantee ensures that the Contractor shall replace all plant materials, which have not been accepted by the Owner's Representative or die within the period at no additional expense to the Owner. However, the Contractor is not responsible for plants, which die within the one-year warranty period after final release of the Contract due to circumstances beyond the Contractor's control. Exhibit J Section 7 Plantings 45 SECTION 8 MEASUREMENT AND PAYMENT t. GENERAL A. Scope The Contractor shall receive and accept the compensation provided in the Proposal and the Contract as full payment for furnishing all materials, labor, tools and equipment, for performing all operations necessary to complete the work under the Contract, and also in full payment for all loss or damages arising from the nature of the work, or from any discrepancy between the actual quantities of work and quantities herein estimated by the Engineer, or from the action ofthe elements or from any unforeseen difficulties which may be encountered during the prosecution of the work until the final acceptance by the Owner. The prices stated in the proposal include all costs and expenses for taxes, labor, equipment, materials, commissions, transportation charges and expenses, patent fees and royalties, labor for handling materials during inspection, together with any and all other costs and expenses for performing and completing the work as shown on the plans and specified herein. The basis of payment for an item at the unit price shown in the proposal shall be in accordance with the description of that item in this Section. The Contractor's attention is again called to the fact that the quotations for the various items of work are intended to establish a total price for completing the work in its entirety. Should the Contractor feel that the cost for any item of work has not been established by the Bid Form or Basis of Payment, he shall include the cost for that work in some other applicable bid item, so that his proposal for the project docs reflect his total price for completing the work in its entirety. B. Tvoes The quantities for payment under this Contract shall be determined by actual measurement of the completed items, in place, ready for service and accepted by the Owner, in accordance with the applicable method of measurement contained herein. A representative of the Contractor shall witness all field measurements. C. Bid Schedule Items Corresponding to Table A (Bid Proposal) Mobilization Measurement for payment ofthe above item will be by lump sum. Exhibit J Section 8 Measurement and Payment 46 Payment for this item will be made at the contract unit price bid per lump sum. ProvidelMaintain As-built Plans Measurement for payment of the above item will be by lump sum. Payment for as built plans will be made at the lump sum contract unit price, which price and payment shall be full compensation for all materials, labor, professional surveyor's fees, and all other work and incidental items required to provide the as-built plans. Provide Construction SurveyinlJ: and Lavout Measurement for payment of the above item will be by lump sum. Payment for construction survey layout will be made at the lump sum contract unit price, which price and payment shall be full compensation for all materials, labor, professional surveyor's fees, and all other work and incidental items required to perform construction layout. Floating Turbiditv Barrier Measurement for payment for the above item will be the linear tCet, measured along the top of the floating turbidity barrier, completed and accepted. Payment for floating turbidity barrier will be made at the contract unit price per linear feet, which price and payment shall be full compensation for all material, labor, mobilization, erosion and turbidity controls, and all other work and incidental items necessary to maintain the floating turbidity barrier in accordance with the plans. Staked Silt Fence (Type III ) Measurement for payment for the above item will be the linear feet, measured along the silt fence completed and accepted. Payment for Type III Stake Silt Fence will be made at the contract unit Exhibit J Section 8 Measurement and Payment 47 price per linear feet which price and payment shall be full compensation for all material, to construct and maintain the silt fence in accordance with the plans. Clearing and Grubbing Measurement and payment of the above item will be by lump sum. Payment for clearing and grubbing will be made at the lump sum contract unit price which price and payment shall be full compensation for all material, labor, hauling and disposing and all other work and incidental items required to properly remove existing culverts, pavement, driveways, structures, rip-rap, debris and vegetation from the area of proposed construction. Un-classified Excavation Measurement and payment of the above item will be based upon the number of cubic yard of material excavated. The quantity for payment shall be field measured in its original position as determined by the Engineer and agreed upon by the Owner's representative and the Contractor. Payment for this shall be full compensation for all materials and labor necessary to complete the excavation, accepted and approved by the Engineer, including temporary berms for de-watering. Rock Excavation Measurement and payment of the above item will be based upon the number of cubic yard of material excavated. The quantity for payment shall be field measured in its original position as determined by the Engineer and agreed upon by the Owner's representative and the Contractor. Embankment Exhibit J Section 8 Measurement and Payment 48 Measurement and payment of the above item will be based upon the number of cubic yards of material, field measured, compacted, in place. Payment for the above item will be made at the contract unit price per cubic yard, which price shall be field compensation for all materials and labor necessary to furnish the embankment in place and accepted as approved by the Engineer. Maint. Travel-Wav/Road Base (6" Limeroek) Boat Ramps (A.rmorflex) Measurement and payment of the above items will be the actual area of each item placed and accepted. Payment for these items will be made at the Contract unit price bid per square yard for the respective thickness of each item, respectively. The Contract unit price shall be full compensation for all necessary preparation, tack coat, placement and compaction, furnishing of all materials, and labor, equipment, transportation and all other necessary items to complete each item described above as specified. Riprap (Rubble) (Includes Bedding: Stone) Measurement and payment ofthe above item will be based upon the number of cubic yards of material, field measured, in place. Payment for riprap will be made at the contract unit price per cubic yard, which price and payment shall be full compensation for all riprap, labor, placement, compaction, and all other work and incidental items required for complete installation as specified. Sodding (Bahia)(lncludes Water, Fertilizing & Mowing:) The quantity for payment shall be per square yard as determined by field measurement of disturbed areas. The type of sod placed shall be as specified. Installation of sod shall be properly coordinated to avoid damage to newly placed sod areas. No payment will be made for sod that is not green and healthy at the time of project completion. Payment for sod will be made at the contract unit price per square yard, Exhibit J Section 8 Measurement and Pa)'lllcnt 49 which price and payment shall be full compensation for all materiaL labor, mobilization, sod, placement, watering, fertilizer, and all other work and incidental items necessary to establish a healthy stand of grass. Plantings (Above Seasonal High Water Table) Plantings (Below Seasonal High Water Table) The quantity for payment shall be per square yard as determined by field measurement of planted areas. The type of plantings placed shall be as specified. No payment will be made for plantings that are not green and healthy at the time of project completion. Payment for plantings will be made at the contract unit price per square yard, which price and payment shall be full compensation for all material, labor, mobilization, plants, placement, watering, fertilizer, and all other work and incidental items necessary to establish a healthy stand plantings. Geoweb Road (Geoweb/Soil Infill/Geotextile Separator) Measurement for payment of Geoweb Road will be per square yard of road installed and accepted. Payment for this item will be made at the contract unit price per linear foot, which price shall include all material, soil infill, sod, labor, placemcnt, compaction, and all other work and incidental items required for complete installation in accordance with the plans. 15"Class ITI RCP (Storm Sewer) (Round Shape) 12" ADS Pipe (contingent item) The quantity for payment for thc respective sizes and respective items shall be the horizontal distance, measured along the centerline of pipe or box culvert in the following manner: a. Between headwalls: Pipe shall be measured from the outside wall of one headwall to the outside wall of the consecutive headwall; b. Bctween Mitered Ends: Pipe shall be measured as indicated in FDOT Standard Indcx No. 273, therefore not including the length of the mitered end (dimension F). Exhibit J Section 8 Measurement and Payment 50 Payment for these items will be made at the contract unit price per linear foot for the respective item, which price and payment shall be full compensation for all material, labor, excavation, pipe, gaskets, pipe bedding, pipe laying, dewatering, compaction around the pipe as specified, sheeting, shoring, box, restoration to preconstruction condition of irrigation and landscaping excluding sod, and all other work and incidental items required tor a complete installation as specified. Class I Concrete (Endwalls) The quantity for payment for Concrete Cass I (Endwalls) shall be the number of cubic yards placed and accepted. Payment for this item will be made at the contract unit price per cubic yard for the respective item, which price and payment shall be full compensation for all material, labor, excavation, dewatering, sheeting, shoring, form work, placement of concrete, backfill, and all other work and incidental items required for a complete installation as specified. 12" ADS Yard Drain (contingent item) Measurement for payment of the above items will be the number of each drain or mitered end constructed and accepted. Payment for drains or mitered ends will be made at the Contract unit price per each, which price and payment shall be full compensation for all excavation, bedding, base preparation, dewatering, sheeting, concrete, form work, labor, masonry, backfill, and all other work required or specified for the satisfactory installation/construction of each respective item. 6' High, Black Vinyl Single Leaf Gate (16' Wide) Measurement for payment of the above item will be the number of each gate installed and accepted. Payment for gates will be made at the Contract unit price per each, which price and payment shall be full compensation for all fence and gate materials, posts, concrete, labor, backfill, and all other work required or specified for the satisfactory installationlconstruction of each gate. Exhibit J Section 8 Measurement and Payment 51 6' High, Black Vinyl Chainlink Fence Measurement for payment for the chainlink fence will be the linear feet, measured along the fence completed and accepted. Payment for chainlink Fence will be made at the contract unit price per linear feet which price and payment shall be full compensation for all fence materials, posts, concrete, labor, backfill, and all other work required or specified for the satisfactory installation/construction of the fence. SEC 8 Exhibit J Section 8 Measurement and Payment 52 '7S Forge Engineering, Inc. Forensic, Geotechnical, Environmental and Construction Consultants Report of Geotechnical Exploration PROPOSED IMPROVEMENTS lASIP lely Manor Canal West Outfall (North Section) Naples, Collier County, Florida Forge Engineering Project Number 135-019.01 ~ ">.-- Forge Engineering, Inc. Forensic, Geotechnical, Environmental and Construcl/on Consultants October 14, 2009 Attn: Mr. Dan Brundage, P. E. AGNOLl BARBER & BRUNDAGE, INC. 7400 Tamiami Trail North, Suite 200 Naples, Florida 34108 Phone (239) 597-3111 Email: brundage@abbinc.com Subject: Report of Geotechnical Exploration PROPOSED IMPROVEMENTS LASIP Lely Manor Canal West Outfall (North Section) Collier County Project Number 51101 Naples, Collier County, Florida Forge Engineering Project Number 135-019.01 Forge Engineering Inc. (FORGE) is pleased to present this report of our geotechnical exploration for the proposed project. We have completed in general the services outlined in our proposal dated September 25, 2009 and authorized by you on the same day. This report presents the project information provided to us, the findings of our exploration, together with our geotechnical evaluation and recommendations. Purpose The purpose of this geotechnical study was to explore the general soil conditions along the proposed canal improvements site and to provide an evaluation for removal of the encountered soil. Environmental assessments or other studies were beyond the scope of our services. This report has been prepared for the exclusive use of Agnoll, Barber and Brundage, Inc. for specific application to the proposed project at the subject site. FORGE has endeavored to comply with the generally accepted geotechnical engineering practice common to the local area. FORGE makes no other warrant, express, or implied. ---------- P.O. Box 113040, NAPLES, FLORIOA34108. (239) 514-4100. FAX (239) 514-4161 . www.forgeeng.com 5884 ENTERPRISE PARKWAY, FORT MYERS, FLORIDA 33905. (239) 693-7813 . FAX (239) 693-7821 . www.forgeeng.com Report of Geotechnical Exploration Proposed Improvements Lely Manor Canal West Outfall FORGE Project No. 135-019.01 October 14, 2009 Project Information Our understanding of this project is based on previous discussions with you, some assumptions that we have made based on our experience in the area, and a review of project plans provided by you. We understand this phase of the project consists of widening and deepening the existing subject canal from Tamiami Trail East (US 41), west to the northwest corner of the Treviso Bay development (approximately 4,300 lineal feet). We understand the canal bottom will be extended to depths of about 9 to 12 feet below existing grade. Site Conditions The project site extends west from the intersection of the existing canal with Tamiami Trail East in Naples, Collier County, Florida. The ground surface on the north bank of the canal consisted of scrub grass and was heavily vegetated. There is a pathway that extends approximately 2000 feet west (FPL Easement) of the intersection of the canal with Tamiami Trail East The western half of the project site (west of the FPL easement) was not accessible to our drill rig due to heavy vegetation. There is a detention pond northeast of the project site limits. The appended Site Location Map and the Site Vicinity Aerial Photograph and Boring Location Plan present the site relative to its surroundings. Subsurface Conditions The subsurface conditions at the site were explored with four soil test borings drilled to a depth of 15 feet below existing grade at this site. FORGE located the borings as close as practical for access by our drill rig. The approximate location of the borings is shown on the appended Site Vicinity Aerial Photograph & Boring Location Plan. If more exact locations are required, we recommend your firm locate the borings. An engineer from FORGE classified soil samples obtained from the borings. Boring logs summarizing our findings are presented in the Appendix. The subsurface conditions encountered at the boring locations can be generalized as shown in the following tabie. Page 2 of 4 Report of Geotechnical Exploration Proposed Improvements Le/y Manor Canal West Outfall FORGE Project No. 135-019.01 Oc/obar 14. 2009 - --.-.---- --~--~- GENERALIZED SOIL PROFILE DEPTH (FT) FROM TO SOIL DESCRIPTION ---- 0 7 Very Loose to Loose SAND, (Silty SAND with Gra ---.-- encountered in Boring B-4 from 6 to 8 feet) 7 11 Hard L1MESTONE(Caprock) ----~- ISoft LIMESTONE encountered in Boring B-4) 11 15 Very Loose to Loose Silly GRAVEL with Sand (Weathered LimestoneL__.._ (1) Unified Soil Classification ----. - USC(1) vel SP, SM NA, GW GM The groundwater level recorded at the time of drilling ranged from about 4.5 to 7 feet below existing grade at the time of drilling. It should be anticipated the groundwater level would fluctuate due to seasonal rainfall variations, surface water runoff patterns, construction operations, and other interrelated factors. Evaluation and Recommendations Our evaluation and recommendations are based on the project information provided to us, the findings of our field exploration program, and our experience in the area. The subsurface conditions will vary across the project site. Should new information become available during design or the conditions encountered during construction be substantially different from the information presented in this report, please contact us so we may evaluate the new information. Canal Expansion Our experience with similar subsurface conditions in this area indicates the relatively clean sand layers encountered above the caprock layer in our borings appear suitable for use as structural fill, although silty sand stratums encountered in one of the borings likely contains greater than 10 percent fines. We recommend structural fill contain less than 10 percent soil fines. However, a program of blending with clean granular sand can be utilized to reduce the fines content in to less than 10 percent to provide structural fill. The soil borings completed for this project encountered a hard limestone (caprock) layer between approximately 6.5 and 11 feet below existing land surface. Based on the Standard Penetration Resistance Values recorded in the hard limestone (caprock) Page 3 of 4 Report of Geotechnical Exploration Proposed Improvements Lely Manor Canal Wesl Outfall FORGE Projecl No. 135-019.01 October 14. 2009 layer encountered in our borings, it may not be feasible to remove this layer with conventional excavating equipment. Therefore, we anticipate blasting may be required to facilitate removal. The soils below the groundwater table likely have an in-situ water content well above the optimum moisture content, and will require drying before placement as structural fill. Prior to placement, the soil should be allowed to dry to within about two percent of the optimum moisture content. Additional Services Although outside our current scope of authorized services, FORGE should be engaged to review the project foundation plans and earthwork specifications. We would then suggest changes in the specifications so our recommendations are properly interpreted and implemented. Closing We appreciate working with you as your geotechnical consultant and look forward to working with you on the remainder of this project. Please contact us when we may be of further assistance, or if you have any questions regarding this report. Sincerely, Forge Engineering, Inc. I~l /;12~ II). N.01 I1IIrMd1i. 'McCoy. .E. Senior Enginee Florida Registration No. 54834 ~" ~pang, .E Principal Engineer Appendix: Site Location Map Site Vicinity Aerial Photograph & Boring Location Plan Generalized Subsurface Profile Boring Logs Key to Boring Log Classification Distribution: 2 - Addressee 1- File Page 4 of 4 APPENDIX Vc1iadu Way Park ,l-- ~ Via Miraomf Park Gulf of Mexico SITE LOCATION MAP "North Naplos rAR[~Tf'i10NNO. -<<ll 851' m__ " 896 41 "'+ Rivet' Park,; "Naplos 886 31 896 B81 Gr~en Blvd (Jl ~ Golden ~ "Gate co ~ <T ID iil 951 951 LORIDA 41 876 The Everglades GO 'Q '" <> ~ m ~ ~ '" " ~ 3 .-n 92 3 4 5 S,)utheast Ltmd 4. ^f'lUi51t!()n Off 886 856 :Naples Municipal Airport . East Naples o I E R Omi 2 Copyright iJ al~d (PI19aa~2007 o\'~Cf050ft Corporation amJ(Q( its sUllp:,ers. All rights rosolved. tlltp:ft.\WWmlCfosottcomlstrai;!lsl Certain mapping and direction (jate@2C07NAVrEO,Ailti9t,tsrBserved. The Data for areas of Canadn ,r:::!uqeit infonnOllion I<lkon wilh permission from Canadiiln authorities, including. 0 Her Majesty the Quean in Right of Canada. l::lQ1I6UO'S Pliotef for Onlalio. NAVfEQ amI NAVTEQ ON BOARD are lfadl!marks of NAVTEC.@2007 Tole Alias North All1miUl. roc All rights reserved. Tale ."Has and Tela Alfas Norlh America are trademarks of Tala Atlos, Inc 84 0: , ~ o iii' '" ro '" o o c ;? ~ co '" 3 :u ;0- 864 GuJfGO"d5t rlei~ ManofCanal W~ fr "'F~~-- oNaples Manor Rc:oke;-y Bay II Natonal c.3!awine ;~SRV'f SITE VICINITY AERIAL PHOTOGRAPH AND BORING LOCATION PLAN o B-1 Number and Approximate Boring Location PROPOSED IMPROVEMENTS FORGE Project Number 135-019.01 I Forge Engineering, Inc. Foronsio, Geotechnicalj Environmentall And Construction Consullanls LASIP Lely Manor Canal West Outfall Naples, Collier County, Florida - 0. .c Z l' ID '" sf li. 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"".1" ''''"'; 1~""'~.~~~l...l.~.; ~,.:~~~~. o. n~~~ ~k . ~ '0 ~13;; ~~Ia ~l ~~~~~g ~^~~ ~< ~ ~~ !lh~l I.~~~ ~~~~~~, ,.~~ l Z ~l. -~ ~i! , ~'~~'i! ~~~, ~~~r~ ~~ ~!~a';:--< ~ t~ ~~~~~ ~~ ~ ~~V~ . !~ ~~~9~ ~~ ~~~~:~ ~ ~ i~~~~ .~; ~~~i~~ ~ ~ ~~"'~ ~~ . ,~.f.l "i! ~!j!!!l , 'ii~ 6~ ~~~g~~ ~~~$~, ~<'" ~~ 71~~~: ~~h~~ i)l ~' 0 0 z ~ ~ C ~ 0 I" z f ~ > " ~ r ~ > ~ " > I.!; It ~ Ii ,- ~~, ,~ g:.:;.. ~ ~ ~ " , ,';~~~~. 9~~~ ~ " ~~~~ Ill! -eM ~ ,~~ ~~.. .., ;~~ I~ !(":':"JJ ) ;;:::l> ~J -__... ~ ~ji " ::!:;IJ ~~t ~ > r;i" ~~~ ~ ;>]5 h > , ~ ~ > (' o < , \ ! ,\ ~ \ \, G \ \ \\\\\ \\~ ~~' \\ 1 \ \ \ =---- \\ ~~ ~~ ~~ " 1'~ PROJECT SPECIFICA nONS Lely Manor Canal West Outfall Collier County Board of County Commissioners 3301 East Tamiami Trail Naples Florida, 34104 D'XTAJNC CONSUI...'I'ING ..&.. ..... T T"'" ..... . Phlnllim~ . \i~uAlitatlol1 . Civil Enginn:ri;,g . Surveying & \t.lpping 6610 Willow Park Drive Suite 200 Naples, FL 34109 December, 2009 I,ely Manor Canal West Outfall DIVISION TWO 02080 02230 02260 02300 02630 02741 02800 RWA, Inc. Project No, 08010400,00 TABLE OF CONTENTS TRENCHING AND BACKFILLS SITE CLEARING EXCA VA nON SUPPORT AND PROTECTION EARTHWORK STORM DRAINAGE ASPHAL T PA VEMENTS SODDING, SEEDING, SOD, AND MULCHING S:\2008\08010400.00 Lely Manor Canal\OOl4 Bidding Phase Services\SPECS TOCdoc Lely Manor Canal West Outfall RWA, Inc. Project No. 080104.0000 SECTION 02080 - TRENCHING AND BACKFILLS PART 1- GENERAL 1.1 RELA TED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions, apply to this Section. B. Division 2 Section 02300 " Earthwork" C. Division 2 section 02630 "Storm drains" D. Division 2 Section 02260 'Excavation support and Protection" 1.2 SUMMARY A. This Section includes the following: I. Excavation of Trenches for Pipes and Utility Structure. 2. Bedding for Pipes and Substructures. 3. Backfills for Trenches and Utility Structures. 1.3 DEFINITIONS A. Trench is any excavation below final grade to accommodate buried structures. B. Backfill is any material used to fill a trench or excavation adjacent to a substructure. C. Bedding is any select material used to seat pipe and provide bearing surfaces for buried structures. 1.4 SUPPLEMENTAL REQUIREMENTS A. The requirements in this Section arc the minimum for this project. Any additional requirements stated in the Contract Documents or otherwise specified by the manufacturer or any governmental agency in a permit, code, or ordinance shall take precedence over the requirements of this Section. 1.5 SUBSURFACE CONDITIONS A. The Contractor shall be responsible for determining the subsurface conditions in areas where excavation can be anticipated. The type of soil, depth and thickness of rock, ground water table, and other factors that affect cost shall be evaluated prior to submitting a bid. S\2008\080104.00 00 Lely r>.fanor Canal\0014 Bidding Phase Service<;\2080TREl\CHDOC Lely Manor Canal West Outfall RWA, Inc, Project No. 08010400,00 B. The method used to determine subsurface conditions shall be the responsibility of the Contractor. Soil borings (if provided) only supply information in the exact location of each boring; therefore, on-site exploration of the subsurface is the Contractor's responsibility. All on-site exploration shall be scheduled with the Owner and coordinated with jurisdictional agencies and utility companies. 1.6 PROTECTION A. All excavated areas or trenches shall be backfilled immediately after work is completed. Where a hole or trench is left open at the end of a production day or because of some other construction requirement, the entire perimeter of the open hole or trench shall be protected from the workers and the general public by barricades, fence, signs, lights or other devices required by the Contract Documents and/or local agency installation codes. Protection shall also be in accordance with Section 02260 "Excavation Support and Protection. B. Pavement, sidewalk, driveway, curb and gutter, and other structures shall be protected from damage during excavation and as directed in the Contract Documents and/or by the Jurisdictional Authority. 1.7 QUALITY ASSURANCE A. The Jurisdictional Authority, Engineer or Owner will inspect the excavation and backfilling. However it is the Contractors responsibility to provide quality assurance for all work preformed and warranted by the Contractor. PART 2 - PRODUCTS 2.1 BEDDING MATERIALS A. Crushed stone bedding material shall be crushed, washed, and graded in accordance with ASTM C-33, gradation 67. B. Sand bedding shall be clean sand, free of clay, silt, debris, roots, vegetation, or rock larger than one-half inch in diameter. 2.2 BACKFILLING MATERIALS A. Suitable Backfills I. Select fill: Materials excavated from the limits of construction or imported that conform to AASHTO Standard M-145, Groups A-I and A-3 and free of rocks or gravel larger than one-half inch in diameter. 2. Common fill shall be material that conforms to AASHTO Standard M-145, Groups A-I, A-2, or A-3, free of rocks or gravel larger than six inches. B. Unsuitable Backfills I. Unsuitable material is wet fine-grained soils, organic matter, and rock larger than 8- inches in largest dimension, and roots larger than I-inch in diameter. S.\2008\080104,OOOO Lely Manor Cana!\OOI4 BiddIng Pha.<c Scrv;cc<",2IJ80TRl:'I\Clr DOl: 2 Lcly Manor Canal West Outfall 3.] 3.2 3.3 3.4 RWA,lnc Project No. 080104.0000 PART 3 - EXECUTION PREPARATION A. Investigate existing conditions and identify line and grade stakes as applicable. Arrange for placement of materials required to minimize the duration of open trenches or excavated areas. B. Install well points or other approved methods of dewatering as required so that the discharged water complies with all pertinent ordinances, codes, penn its, or requirements of the Contract Documents. C. Implement traffic control and protective devices as maybe applicable. D. For pipelines placed above the natural ground, embankment shall be placed and compacted to an elevation of at least two feet above the top of the pipe and to a width equal to four pipe diameters prior to trench excavation. The minimum side slopes shall be six (6) feet (horizontal) to one (I) foot (vertical). CLEARING AND GRUBBING A. Prior to trench excavation, the eXlstmg surface that will be disturbed by the excavation operation shall be cleared and grubbed in accordance with Section 2230 Site Clearing. B. The limits of clearing and grubbing for this Section shall be as shown on the plans or as otherwise specified in the Contract Documents. Where the clearing limits are not shown or stated, the limits of clearing and grubbing shall be the smallest area that will facilitate the construction of work specified. TRENCH WIDTH A. Trenches for pipe construction shall be excavated to a width that will provide enough working space next to the pipe and facilitate proper compaction of backfill materia] around the haunches of the pipe. All such trench excavation shall comply with the manufacturer's recommendations for the type of pipe used. B. Excavation for structures such as manholes, inlets, pump stations, etc. shall be large enough to provide adequate working room. A minimum distance of two feet shall be provided between the outside edge of the structures and the side or wall of the excavation to allow for proper backfilling and compaction. EXCA VA TION A. All trenches shall be excavated by open cut unless otherwise indicated in the Contract Documents. B. The length of the open cut trench that is excavated ahead of the pipe laying operation shall not exceed half of the normal daily production length. The excavation and pipe laying operation 5\2008\0&0104,0000 Lely MiUlOr Canal\OO 14 Biddmg Pha.~~ S~rv;ces\2080TREt\CHDOC 3 J .ely Manor Canal West Outfall RWA, Inc. Project No. 08010400.00 3.5 3.6 3.7 3.8 3.9 shall be coordinated so that all pipe laid in one day is fully backfilled except for the last length of pipe in an unfinished run between structures. ROCK EXCAVATION A. Where rock is encountered during the performance of work specified in this Section, the rock shall be excavated in accordance with Section 02300 Earthwork. UNSUITABLE MA TERIALS A. Where materials unsuitable for backfilling are encountered during trench excavation, these materials shall be separated from the suitable materials and disposed of off-site or utilized on-site in embankment areas as authorized by the Owner's Representative. REPLACEMENT MATERIAL A. Where unsuitable material including rock larger than 8 inches is excavated and hauled off-site, replacement material shall be acquired from on-site excavation as provided by the Contract Documents or as authorized by the OWNER. Where replacement material is not available from the site, the CONTRACTOR shall furnish till material from an otf-site borrow source. Only materials that confonn to Article 2.2 of this Section may be used for backfilling unless otherwise specified in the Contract Documents or authorized in writing by the Owner's Representative. PREPARATION OF TRENCH BOTTOM A. Where rock is encountered at the bottom ofthe trench, the trench shall be undercut to a depth of at least 6 inches below the bottom of the pipe to allow tor bedding cushion above the rock. B. Where muck, roots or other organic materials are encountered at the bottom of the trench, the trench shall be undercut to remove the unsuitable material to the satisfaction of the Owner's Representati ve. C. The Contractor shall dewater the excavation operation as required to provide a dry trench bottom. BEDDING A. Where the exposed material at the bottom of the trench meets the requirements of Article 2.2, the existing material may be used as bedding, provided it is compacted. B. Where the bottom of the trench has been undercut to remove rock or unsuitable material, the bottom shall be brought up to grade by placing and compacting bedding materials conforming to the requirements of Article 2.2. C. In exceptionally wet conditions, the Contractor may request permission trom the Jurisdictional Authority to lay the pipe in water. If that request is authorized, the Contractor shall undercut the 5\2008\080104 0000 Ldy Manor Cana]\OOI4 Bidding Phase Serv;ccs\2080TRE",CHDOC 4 Lely Manor Canal West Outfall RWA,loc Project No. 08010400.00 3.10 3.11 existing bottom a minimum of 6 inches and replace with "crushed stone bedding material" conforming to Article 2.2. This bedding material shall be tamped and consolidated to provide a solid and unyielding base for the pipe. During this operation, the Contractor shall continue the dewatering process to facilitate adequate installation of the pipe or structure and to penn it observation of the process by the Owner's Representative. The additional undercut excavation, crushed stone bedding, and other associated costs shall be at the Contractor's expense and no extra compensation will be allowed. BACKFILLING A. Backfilling of pipe trenches shall be done in three stages as follows: I. First Stage: Material above the bedding and beneath the haunches compacted in 6-inch layers. 2. Second Stage: Material along the sides of the pipe up to at least 1 foot above the top of the pipe compacted in maximum 6-inch layers. 3. Third Stage: Material above the second stage up to the bottom of the subgrade or the finished surface as applicable compacted in maximum 12-inch layers. B. Backfilling of structures shall be done in maximum 12 inch compacted layers up to the top of the completed or partially completed structure. C. Materials used for backfilling shall comply with the requirements of Article 2.2 or as otherwise authorized by the jurisdictional Authority. For backfilling of pipe "Select Fill" shall be used for the First and Second Stages. "Common Fill" shall be used for the Third Stage of pipe backfill and for backfilling structures. COMPACTION OF BACKFILL A. The compaction requirements for backfilling pipe trenches and around structures are listed below under the following two categories. I. Under asphalt or concrete pavement: In a cross-section view this is the area under the pavement and within a 2: I slope downward from the outside edge of the shoulder or back of curb or sidewalk as applicable. Not under pavement: Any area outside the 2: I slope referred to above. Under Not Under Pavement Pavement 90% 90% 90% 90% 98% Equal to 90% adjacent soil 98% Equal to 90% adjacent soil 2. Bedding First Stage Second Stage Third Stage The above are the minimum relative compactions detennined by ASTM 0-1557. B. The Contractor shall add water or dry the material used for backfilling until the moisture content is within two percent of the optimum moisture prior to compacting the backfill layer. C. A density determination shall be taken for each 300-foot section of trench or part thereof for each layer. Each layer shall pass the compaction requirements before the next layer is placed unless otherwise authorized by the Jurisdictional Authority. S\200H\080104.00.00 ],e1y MarorC'anal\OOI4 flidding Phasc SCTyicC5\2080TRE:-ICll.DOC 5 Lely Manor Canal West Outfall RWA, Inc. Project No. 080104.00.00 D. A density test shall be taken for every other layer for each structure. Each test shall pass the minimum compaction requirements before the next layer is placed unless otherwise authorized by the Jurisdictional Authority. PART 4 - METHODS AND MEASUREMENTS OF PAYMENT 4.1 All work required by this section will be included in payments for other sections or as noted in the Contract Document or Accepted Proposal. A. The cost of rock excavation including blasting shall be included in the contract unit price for pipe or structures unless rock excavation is specifically established as a separate pay item in the Contract documents. When rock excavation is paid for separately, payment shall be made at the contract unit price in accordance with Section 02300 Earthwork. END OF SECTION 02080 $\2008\080104.00.00 Ldy Manor C'anal\OOI4 Bidding; Phase Services\2080TRFJ\CH DOC' 6 Lely Manor Canal West Outfall RWA.lnc, Project No 080104.00.00 SECTION 02230 - SITE CLEARING PART 1- GENERAL l.l RELATED DOCUMENTS 1.2 1.3 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions, apply to this Section. SUMMARY A. Work specified in this Section consists of Clearing and Grubbing within areas specified in the Contract Documents or as directed by the OWNER'S representative. Work under this Section includes removal and disposal of all trees, brush, stumps, grass, roots, and other such protruding objects. Also included is the removal and disposal of buildings, structures, existing pavement, other existing facilities, and debris not required to remain or to be salvaged that is necessary to prepare the area for the proposed construction. CONTRACTOR shall notify all utility companies or utility OWNERS (both public or private) of their intent to perform such work and shall coordinate field location of utility lines prior to commencement of construction. B. Other miscellaneous work considered necessary for the complete preparation of the overall project site is also included under this Section. Work includes, but is not limited to, the following: I. Plugging of wells encountered within the project limits, which are to be abandoned. 2. Leveling and restoration of terrain outside the limits of construction for purposes of facilitating maintenance and other post-construction operations. 3. Trimming of certain trees and shrubs within project limits for utilization in subsequent landscaping of the project. 4. Plugging or sealing of culvert pipes or other structures to prevent erosion or collapse of adjacent soils. 5. Protecting existing trees, shrubs, groundcovers, plants, grass to remain. 6. Removing existing trees, shrubs, groundcovers, plants, and, grass. 7. Clearing and grubbing. 8. Stripping and stockpiling topsoil. 9. Removing above- and below-grade site improvements. 10. Disconnecting, capping or sealing, and abandoning or removing site utilities. 11. Temporary erosion and sedimentation control measures. C. Related Sections include the following: I. Division 2 Section 2300 "Earthwork" for soil materials, excavating, backfilling, and site grading. DEFINITIONS A. Topsoil: Natural or cultivated surface-soil layer containing at least 1.5% organic matter and sand, silt, and clay particles; triable, pervious, and black or a darker shade of brown, gray, or S\2008\080104 00 00 Lely Manor Canal\OOI4 Bidding Phase ServlC~'\.2230SITECLEARDOC Lely Manor Canal West Outfall RWA, Inc. Project No. 080104.00.00 red than underlying subsoil; reasonably free of subsoil, clay lumps, gravel, and other objects more than 2 inches in diameter; and free of roots larger than I -inch in diameter, toxic materials, or other non-soil materials. The material utilized as topsoil shall be suitable for plant growth and free from appreciable quantities of hard clods, stiff clay, hardpan, gravel, brush, large roots, refuse, or other deleterious materials. The characteristics of the material shall be such that it can be adjusted to have a pH value between 5.0 and 8.0, or as approved by the Engineer B. Tree Protection Zone: Area surrounding individual trees or groups of trees to be protected during construction, and defined by the drip line of individual trees or the perimeter drip line of groups of trees, unless otherwise indicated. 1.4 MATERIAL OWNERSHIP A. Except for stripped topsoil or other materials indicated to remain Owner's property, cleared materials shall become Contractor's property and shall be removed from Project site. 1.5 QUALITY ASSURANCE A. Regulatory Requirements: Comply with governing EPA notification regulations betore beginning demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. B. Standards: Comply with ANSI A 10.6 and NFPA 241. 1.6 PROJECT CONDITIONS A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site-clearing operations. I. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. 2. Provide alternate routes around closed or obstructed traffic ways if required by authorities having jurisdiction. B. Salvable Improvements: Carefully remove items indicated to be salvaged and store on Owner's premises where indicated. C. Utility Locator Service: NotifY utility locator service tor area where Project is located before site clearing. D. Do not commence site-clearing operations until temporary erosion and sedimentation control measures are in place. 5\2008\080] 04,00,00 Ldy Manor Canal\0014 Bidding Phase Sen.'ices\2230SITECl.FARDOC 2 Le!y Manor Canal West Outfall 3.1 3.2 3.3 RWA, Inc. Project No. 080104.0000 PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION PREPARATION A. Protect and maintain benchmarks and survey control points from disturbance during construction. B. Locate and clearly flag trees and vegetation to remain or to be relocated. C. Protect existing site improvements to remain from damage during construction. I. Restore damaged improvements to their original condition, as acceptable to Owner. D. Prior to clearing, all existing vegetation not within the limits of construction shall flagged to be preserved. The Contractor shall install envirofence or equal beyond the drip line of the retained vegetation and along the limits of the clearing. The fence shall remain erect and maintained through the duration of the construction activities. I. Do not store construction materials, debris, or excavated material within fenced area. 2. Do not permit vehicles, equipment, or foot traffic within fenced area. 3. Maintain fenced area free of weeds and trash. E. All clearing shall be done in accordance with the jurisdictional authority permit requirements. TEMPORARY EROSION AND SEDIMENTATION CONTROL A. Provide temporary erosion and sedimentation control measures to prevent soil erosion and discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways, according to requirements of the Plans and jurisdictional authority. B. Inspect, repair, and maintain erosion and sedimentation control measures during construction until permanent vegetation has been established. C. Remove erosion and sedimentation controls and restore and stabilize areas disturbed during removal. TREE PROTECTION A. Do not excavate within tree protection zones, unless otherwise indicated. B. Where excavation for new construction is required within tree protection zones, hand clear and excavate to minimize damage to root systems. Use narrow-tine spading forks, comb soil to expose roots, and cleanly cut roots as close to excavation as possible. 1. Cover exposed roots with burlap and water regularly. 2. Temporarily support and protect roots from damage until they are permanently redirected and covered with soil. 3. Coat cut faces of roots more than 1 II, -inches in diameter with emulsitied asphalt or other approved coating formulated for use on damaged plant tissues. 4. Backfill with soil as soon as possible. S\2008\080104.00.00 Lely Manor ('ana]\0014 BiddIng Phase Se,vice,'02230SITECLFAR DOC 3 Lely Manor Canal West Outfall RWA, Inc. Project No. 080[04,00.00 C. Repair or replace trees and vegetation indicated to remain that are damaged by construction operations, in a manner approved by Engineer. 1. Employ an arborist, licensed in jurisdiction where Project is located, to submit details of proposed repairs and to repair damage to trees and shrubs. 2. Replace trees that cannot be repaired and restored to full-growth status, as determined by Engineer. 3.4 TOPSOIL STRIPPING A. Remove usable sod and grass before stripping topsoil. B. Strip topsoil to whatever depths are encountered in a manner to prevent intermingling with underlying subsoil or other waste materials. 1. Remove subsoil and non-soil materials from topsoil, including trash, debris, weeds, roots, and other waste materials. C. Stockpile topsoil materials away from edge of excavations without intennixing with subsoil. Grade and shape stockpiles to drain surface water. Cover to prevent windblown dust. Do not stockpile topsoil within tree protection zones. 1. Dispose of excess topsoil as specified lor waste material disposal. 2. Stockpile surplus topsoil to allow for respreading. 3.5 UTILITIES A. Contractor will arrange lor disconnecting and sealing indicated utilities that serve existing structures before site clearing, when requested by Contractor. a) Verify that utilities have been disconnected and capped before proceeding with site clearing. b) Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: c) Notify utility agency not less than two days in advance of proposed utility interruptions. d) Do not proceed with utility interruptions without Utility Agencies permission. B. Excavate for and remove underground utilities indicated to be removed on the Plans. 3.6 CLEARING AND GRUBBING A. Clearing and Grubbing shall consist of complete removal and disposal of all items stated in Section 1.2, which are not specified for removal under other items of the contract. B. Unless otherwise shown in the Plans or Contract Documents, Standard Clearing and Grubbing shall be done within the following areas: I. All areas where any type of excavation is to be done. 2. All areas where any type of embankment will be constructed. S\200&\0&0104,00,00 Lely Manor Canal\00]4 Bidding Pha,,,Services\22JOSITECLEAR.DOC 4 Lely Manor Canal West Outfall RW A, Inc. Project No. 080104,0000 3. All areas where any type of structure, including pipe culverts or pipelines, will be installed or constructed. 4. All areas where any type of pavement will be constructed. 5. Other areas designated in the Plans or by the Specifications. C. Depths of Removal 1. In areas listed below all roots larger than I-inch in diameter and other debris shall be removed to a depth of at least one foot below ground surface. The surface shall then be plowed to a depth of at least six inches and all roots exposed shall be removed to a depth of at least one foot. All stumps including subsurface roots shall be completely removed to the satisfaction of the ENGINEER. Trees shall be removed so roots are pulled out rather than broken or sawed off. Areas requiring the removal methods stated in this paragraph are as tollows: a) Excavation areas where the excavated material is to be used in embankment construction under pennanent structures such as but not limited to pavement and buildings. b) Embankment areas under permanent structures such as but not limited to pavement, buildings, sewage treatment facilities, bridges, etc. c) Excavation areas where roots or similar vegetation in the top one foot would interfere with disking, harrowing, or finish grading operations prior to seeding or landscaping. d) Lots and building areas. 2. In all other excavation areas not listed above where Clearing and Grubbing is to be done, all roots, stumps, and debris protruding through or appearing on the surface of the completed excavation shall be removed or cut off below the excavated surface. 3. In all other embankment areas not listed above where Clearing and Grubbing is to be done, all roots, stumps, and debris protruding through or appearing on the surface shall be removed to a depth of at least one foot below the surface but no plowing or harrowing will be required in these areas. D. Trees to Remain I. As an exception to the above proVISIOns, where so directed by the Owner's representative, desirable trees within the clearing limits shall be protected as noted in 3.2 above E. Boulders 1. Any boulders laying on the top of the existing surface or otherwise encountered during the Clearing and Grubbing shall be removed and disposed of by the CONTRACTOR in areas provided by the CONTRACTOR. As an alternate to oft~site disposal and at the CONTRACTOR'S expense, he may elcct to utilize these boulders in berms or as riprap approved by the Engineer. Any breaking or splitting of boulders that may be necessary to comply with size requirements for embankment shall be incidental to the cost of Clearing and Grubbing. No boulders or rock shall be left or placed in building pads, or streets, or paved areas. 3.7 SELECTIVE CLEARING AND GRUBBING A. Selective Clearing and Grubbing shall consist of removing and disposing of all vegetation, obstructions, etc, as provided above except that in non-structural areas where the Contractor so elects, roots may be cut off flush with the ground surface. Stumps shall be completely removed. S\2008\D8010-1. 00 00 Lely M<Ulor CanaJ\0014 Bidding I'ha<e ServLccs",2230SITECLf'AR DOC 5 Lely Manor Canal West Outfall RWA,Inc Project No, 080104.0000 Undergrowth shall be completely removed except In areas designated by the OWNER'S representative for aesthetic purposes. B. Desirable trees, that are designated by the Owner's representative to remain, shall be protected and trimmed in such a way to avoid damage to limbs during construction during clearing. 3.8 SPECIAL CLEARING AND GRUBBING A. In certain areas that are inaccessible by machines or are considered environmentally sensitive, ENGINEER may specify Special Clearing and Grubbing. Where listed as a separate pay item, Special Clearing and Grubbing shall consist of removal and disposal of all trees, brush stumps, roots, debris or other objects protruding through the surface by cutting off flush with the ground surface. The use of any machinery that would disturb the original ground surface condition will not be permitted. 3.9 ERADICATION OF EXOTIC VEGETATION A. Where listed as a separate pay item, eradication of exotic vegetation shall consist of removal and disposal of Australian Pine, Melaleuca, Brazilian Pepper, Florida Holly and other species specifically stated on the Plans or specified herein. Also included shall be the removal of the subsurface root system for each exotic. B. In areas where removal is modified to permit cutting off flush with in the ground surface, stump and root system shall be treated with an agency approved chemical herbicide that will ensure the eradication of the root system. C. Within the limits established for the eradication of exotic vegetation, all other trees, brush, etc. not classified as exotic shall be removed, unless designated in the field by the OWNER'S representative to remain. The removal and disposal of non-exotic vegetation shall conform to the provisions of Article 3.1. 3.10 REMOVAL OF EXISTING PAVEMENT A. Work specified in this Article consists of the removing and disposing of existing pavement surfaces such as, but not limited to, pavement, sidewalk, curb, and gutter where shown in the Plans, or required to be removed during construction operations, or as required by the ENGINEER. 3.11 BURNING ON-SITE A. Unless otherwise stated in the Contract Documents, burning will be permitted within the project limits provided the burning operation complies with all applicable laws, ordinances, and other regulatory agencies. All permits required shall be obtained prior to the start of burning and all permit regulations strictly adhered to. All burning shall be done at locations where trees and shrubs adjacent to the cleared area will not be harmed. S\2008\080104 00 00 Lely Manor Can"I\()OI4 Bidding Phase Serviccs\2230SITE('1.EAR.DOC (, Lely Manor Canal West Outfall RW A, Inc. Project No. 080104.0000 3.12 DISPOSAL OF MATERIALS A. Timber, stumps, roots, brush, boulders, rubbish, and other objectionable material resulting from work specified in this Section shall be disposed of off-site in locations provided by the CONTRACTOR. 3.13 OWNERSHIP OF MATERIALS A. Except as may be otherwise stated in the Contract Documents, all buildings, structures, appurtenances and other materials removed by the CONTRACTOR shall become the property of the CONTRACTOR, to be disposed of in areas provided. 3.14 METHOD OF MEASUREMENT AND PAYMENT A. General: For the various items of work specified in this Section when listed as a separate pay item, payment shall be made by the unit price or the lump sum amount as established in the Contract Documents. Where no separate pay item is established, the cost of all such work shall be included in the various scheduled items of work specified in the Contract Documents, except as provided below. B. Clearing and Grubbing: Measurement of Clearing and Grubbing shall include only the areas specified in the Contract Documents that are required to be cleared to permit the construction of the various items of work. Areas that are cleared for convenience, access, or other purposes that are not a requirement of construction will not be measured for payment. C. Selective Clearing and Grubbing: Measurement of Selective Clearing and Grubbing shall include all areas shown in the plans or designated in the field by the Owner's representative. This measurement shall include the total area within the limits of Selective Clearing and Grubbing and no deduction shall be made for areas in which desirable trees and brush are designated to remain. Where the limits of Selective Clearing and Grubbing are shown on the Plans or otherwise established in the Contract Documents but no separate pay item established, the measurement of such work shall be included in the quantity or lump sum amount of "Clearing and Grubbing", D. Special Clearing and Grubbing: Measurement of Special Clearing and Grubbing shall include all areas shown in the plans or designated in the field by the Owner's representative. This measurement shall include only actual areas cleared by the hand method and shall not include areas cleared by other methods or areas that remain in their original condition. Where the limits of Special Clearing and Grubbing are shown on the Plans or otherwise established in the Contract Documents but no separate pay item established, the measurement of such work shall be included in the quantity or lump sum amount of "Clearing and Grubbing". E. Eradication of Exotic Vegetation: Measurement of Eradication of Exotic Vegetation shall include areas shown on the Plans or designated in the field by the Owner's representative. The measurement shall include the total area within the limits established for Eradication of Exotic Vegetation and include the areas within these limits where non-exotic vegetation is removed. Where the Owner's representative has designated desirable vegetation to remain within these limits, no deduction of area shall be made for the "saved" areas. S\2008\080104 00 00 Lely Manor CaJ1aJ\OOI4 Bidding l>ha'~ Serv;ce,\22JOSITFC1FiAR.DOC 7 Lely Manor Canal West Outfall RWA, Inc. Project No, 08010400.00 1. Where limits of Eradication of Exotic Vegetation are shown on the Plans or otherwise established in the Contract Documents but no separate pay item established, the measurement of such work shall be included in the quantity or lump sum amount of "Clearing and Grubbing". F. Removal of Existing Pavement: When a separate pay item is established for the Removal of Existing Pavement, the quantity to be paid shall be by the square yard for the actual quantity removed and disposed of off-site. For curb and gutter, slope pavement, and other irregular areas, the measurement shall be generally taken as an approximate horizontal surface. Where lump sum payment is provided, such payment shall be compensation for the removal of areas shown on the Plans or otherwise specified in the Contract Documents. I. Where a separate pay item is established for curb, gutter, or curb and gutter removal, the measurement shall be measured by the lineal foot at the flow line of the gutter or at the top of curb where there is no gutter. Where separate pay has not been provided for curb or curb and gutter removal, the measurement shall be included in the area for pavement removal as stated above. 2. When no separate payment is provided for the Removal of Existing Pavement and no applicable item of excavation or embankment covering such work is listed; the costs of this work shall be included in the contract price for the item of Clearing and Grubbing or for the pipe or other structure of which the pavement removal is required. G. Removal of Existing Structures: When separate payment for Removal of Existing Structures or Removal of Existing Buildings is provided; the work shall be paid for at the contract lump sum price. When direct payment is not provided, the cost of such removal and disposal shall be included in the contract price tor Clearing and Grubbing or if no Clearing and Grubbing is included, in the compensation for the other items covering the new structure to be constructed. H. Burning: Unless otherwise specified in the Contract Documents, and where permitted, burning shall be considered, as being part of the process of disposing of materials and the cost of such work shall be included in the item that requires the disposal of materials. PART 4 MEASUREMENTS AND METHOD OF PAYMENT 4.1 General A. Prices and payments for the various work items included in this Section shall constitute full compensation for all work described herein and shall include all removal, disposal, protecting, trimming, breaking, plugging, eradication, or any other items specified in this Section. B. Pay Items: For all work specified in this Section, payment shall be made in accordance with the list of pay items established or as otherwise defined in the Contract Documents. The description of a pay item in the proposal section may vary from the descriptions stated in this Section. END OF SECTION 02230 S \2008\080]04,00 00 Le1y ManorCanal\OOl4 Bidding Phase Serv;ce,",2230SJTECLEARDOC 8 Lcly Manor Canal West Outfall RWA, Inc, Project No. 080104,00,00 SECTION 02260 - EXCA V A TION SUPPORT AND PROTECTION 1.1 RELA TED DOCUMENTS PART 1 - GENERAL 1.2 1.3 1.4 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions apply to this Section. SUMMARY A. This Section includes requirements for temporary excavation support and protection systems. B. Related Sections include the following: I. Division 2 Section 02080 "'Trenching and Backfill" 2. Division 2 Section 02300 "Earthwork" for excavating and backfilling and for existing utilities. 3. Division 2 Section 02630 "Storm Drains" for excavating and Backfilling Storm Drain systems. PERFORMANCE REQUIREMENTS A. Design, furnish, install, monitor, and maintain excavation support and protection system capable of supporting excavation sidewalls and of resisting soil and hydrostatic pressure and temporary and permanent surcharge loads. I. Provide professional engineering services needed to assume engineering responsibility, including preparation of Shop Drawings and a comprehensive engineering analysis by a qualified professional engineer in accordance with The Florida Safe Trench Act and OSHA requirements. 2. Prevent surface water from entering excavations by grading, dikes, or other means. 3. Install excavation support and protection systems without damaging existing buildings, pavements, and other improvements adjacent to excavation. B. Support and Protective equipment supplied by manufactures with recommendations for safe usage may be used at the contractor's discretion and responsibility. In the event the Owner, Engineer or Jurisdictional Authority require substantiating evidence of stability, the Contractor shall furnish such infonnation to their satisfaction. SUBMITTALS A. Shop Drawings for Information: Prepared by or under the superVISIOn of a qualified professional engineer for excavation support and protection systems. I. Include Shop Drawings signed and sealed by the qualified professional engineer responsible for their preparation. S \1008\080104,00 00 Lely Maror Canal\OOJ4 Bidding Pha,e Service<\1l60FXCAV DOC Lely Manor Canal West Outfall 1.5 2.1 3.1 RWA,Inc Project No 08010400.00 B. Photographs or videotape, sufficiently detailed, of existing conditions of adjoining construction and site improvements that might be misconstrued as damage caused by the absence of; the installation of, or the performance of excavation support and protection systems. PROJECT CONDITIONS A. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted in writing by Engineer and then only after arranging to provide temporary utility services according to requirements indicated. B. Project-Site Information: A geotechnical report has been prepared for this Project and is available for information only. The opinions expressed in this report are those of geotechnical engineer and represent interpretations of subsoil conditions, tests, and results of analyses conducted by geotechnical engineer. Owner will not be responsible for interpretations or conclusions drawn from this data. I. Make appropriate additional test borings, as required and conduct other exploratory operations necessary for excavation support and protection. c. Survey adjacent structures and improvements, employing a qualified professional engineer or land surveyor; establish exact elevations at fixed points to act as benchmarks. Clearly identify benchmarks and record existing elevations. I. During installation of excavation support and protection systems, regularly resurvey benchmarks, maintaining an accurate log of surveyed elevations and positions tor comparison with original elevations and positions. Promptly notifY Engineer if changes in elevations or positions occur or if cracks, sags, or other damage is evident in adjacent construction. PART 2 - PRODUCTS SHORING A. Only materials suitable for structural shoring shall be used. B. Use of previously used materials shall only be allowed if such materials are not damaged or unsuitable for the intended use. PART 3 - EXECUTION PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undennining, washout, and other hazards that could develop during excavation support and protection system operations. I. Shore, support, and protect utilities encountered in a manner, which will not cause distress. S\.2008\080104.00 00 Lely Mnnor CanaJ\OOI4 Bidditlg Pha,e S"rvices\2260EXCAVDOC 2 Lely Manor Canal West Outfall RWA, Inc, ProJect No, 08010400,00 2. Install excavation support and protection systems to ensure minimum interference with roads, streets, walks, and other adjacent occupied and used facilities. 3. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and Jurisdictional Authorities having jurisdiction. 4. Provide alternate routes around closed or obstructed traffic ways if required by authorities having jurisdiction. B. Locate excavation support and protection systems clear of permanent construction so that forming and finishing of concrete surfaces is not impeded. C. Monitor excavation support and protection systems daily during excavation progress and for as long as excavation remains open. Promptly correct bulges, breakage, or other evidence of movement to ensure that excavation support and protection systems remain stable. D. Promptly repair damages to adjacent facilities caused by installing excavation support and protection systems. 3.2 REMOVAL AND REPAIRS A. Remove excavation support and protection systems when construction has progressed sufficiently to support excavation and bear soil and hydrostatic pressures. Remove in stages to avoid disturbing underlying soils or damaging structures, pavements, facilities, and utilities. B. At the discretion of the Jurisdictional Authority, support may remain in place if excavation support and protection systems are removed to a minimum depth of 48-inches below overlying construction and abandon remainder. c. Repair or replace, as approved by Engineer, adjacent work damaged or displaced by removing excavation support and protection systems. D. Excavation support and protection systems may be permanently left in place, below 3-feet of finish grade if approved by the Jurisdictional Authority. PART 4 - MEASUREMENTS AND METHOD OF PAYMENT 4.1 METHOD OF PA YMENT A. The work specified in this section will be paid for as part of the Utility Section specified in other sections of this specification. B. No other payment will be made for the work specified here. END OF SECTION 02260 S \2008\080104,00,00 Lcly Manor Can"I\(lij14 Bidding Phasc SCfvicc,''226lJEXCAYOOC 3 Lcly Manor Canal West Outfall RWA, Inc, Project No 080]04.00.00 SECTION 02300 - EARTHWORK PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions, apply to this Section. 1.2 SUMMARY A. The work included in this Section is the rough grading to be completed prior to utility installation, paving of streets, sidewalks, and driveways, and landscape grading. B. This Section includes the following: I. Excavation and filling to the line, grades and contours noted in the project drawing. 2. Preparation of ground to be filled and conditioning of fill material for designated compaction. 3. Compaction of all fill soils as designated in this specification and the Geotechnical report. 4. Placement of tops oils on designated surfaces to be landscaped. 5. Preparation of graded surfaces and drainages to mitigate erosion during site preparation. 6. Compaction of subgrade surfaces to receive concrete drainage structures. 7. Removal or conditioning of unsuitable soils in accordance with the Engineers directions. 8. Rock excavation, if required, and as directed by the Engineer C. The Earthwork Contractor, if not responsible for final paving and landscaping, must coordinate the earthwork task with the Paving and Landscaping Contactors to assure continuity and compliance to these specifications. D. Earthworks required after Rough grading will include the following: 1. Preparing subgrades for slabs-on-grade, walks, pavements, lawns and grasses, and exterior plants. 2. Excavating and backfilling for utility trenches. 3. Excavating and backfilling trenches for buried utility structures. E. Related Sections include the following: 1. Division 2 Section 02080 "Trenching and Backfill" 2. Division 2 Section 02230 "Site Clearing" 3. Division 2 Section 02741 "Asphalt Pavements 1.3 DEFINITIONS A. Backfill: Soil material or approved low-strength material used to fill an excavation. 1. Initial Backfill: Backfill placed beside and over pipe in a trench, including haunches to support sides of pipe. 2. Final Backfill: Backfill placed over initial backfill to fill a trench. S\2008\080 104,00,00 Lely Maror Canal\OO 14 Biddlllg Phase Serv;ces",2300EARTlIORK.DOC Lely Manor Canal West Outfall I. J. 1.4 A. B. C. D. E. RW A. Inc. Project No. 080104.0000 B. Base Course: Course placed between the subbase course or subgarde and asphalt or concrete paving. C. Bedding Course: Course placed over the excavated subgrade in a trench before laying pipe. D. Borrow Soil: Satisfactory soil imported from off-site for use as fill or backfill. E. Drainage Course: Course supporting concrete slab-on-grade that also minimizes upward capillary flow of pore water and conduction of ground water. F. Excavation: Removal of material encountered above finish elevations and to lines and dimensions indicated. 1. Authorized Additional Excavation: Excavation below finished elevations or beyond indicated lines and dimensions as directed by the Engineer. Authorized additional excavation and replacement material will be paid for according to Contract provisions for unit prices. 2. Bulk Excavation: Excavation more than IO-feet in width and more than 30-ft. in length. 3. Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions without direction by the Engineer. Unauthorized excavation, as well as remedial work directed by the Engineer, shall be without additional compensation to the Contractor. G. Fill: Soil materials used to raise existing grades. H. Rock: Rock material in beds, ledges, unstratified masses, and boulders of rock material that exceed I cubic yard for bulk excavation or % cubic yard for pit excavation that cannot be removed by excavating equipment and requiring systematic drilling, ram hammering, or blasting to excavate. Subgrade: Surface or elevation remaining after completing excavation, or top surface of a fill or backfill immediately below subbase, drainage fill, or topsoil materials. Utilities: On-site above and underground pipes, conduits, ducts, and cables. SUBMITTALS Product Data: For the following: Controlled low-strength material, including design mixture. Material Test Reports: From a qualified testing agency indicating and interpreting test results lor compliance of the following with requirements indicated. Blasting Plan and Permit: For record purposes and approved by authorities havingjurisdiction. Seismic Survey Report: For record purposes; from seismic survey agency. Pre excavation Photographs or Videotape: Show existing conditions of adjoining construction and site improvements, including finish surfaces, that might be misconstrued as damage caused by earthwork operations. Submit before earthwork begins. 5\2008\080]04,00,00 Lely Manor Canal,0014 BIdding Phase Scrvices,,2)OOEARTHORKDOC 2 Lcly Manor Canal West Outfall RWA, Inc. Project No. 080104.00.00 1.5 QUALITY ASSURANCE A. Blasting: Comply with applicable requirements in NFPA 495, "Explosive Materials Code," and have a Blasting Pennit issued by the jurisdictional authority. 1.6 PROJECT CONDITIONS 2.1 2.2 2.3 A. A. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted in writing; Then only after arranging to provide temporary utility services according to Owner or jurisdictional authority. B. Demolish and completely remove from site eXlstmg underground utilities indicated to be removed. Coordinate with utility companies to shut off services iflines are active. PART 2 - PRODUCTS IMPORTED SOIL MATERIALS A. General: Provide borrow soil materials when sufficient satisfactory soil materials are not available from excavations. B. Satisfactory Soils: ASTM D 2487 Soil Classification Groups GW, GP, GM, SW, SP, and SM or a combination of these groups; free of rock or gravel larger than 3-inches in any dimension, organic debris, waste, frozen materials, vegetation, and other deleterious matter. C. Unsatisfactory Soils: Soil Classilication Groups not listed in B. above shall be considered unsatisfactory . 1. Unsatisfactory soils also include satisfactory soils not maintained within 2 percent of optimum moisture content at time of compaction. D. Impervious Fill: Clayey gravel or clayey sand mixture capable of compacting to a dense impervious state. CONTROLLED LOW-STRENGTH MATERIAL A. Controlled Low-Strength Material: Low-density, self-compacting, flowable concrete material as follows: I. Portland Cement: ASTM C ISO, 2. ASTM C 33, ",-inch maximum aggregate size. 3. The Engineer will consider other low strength materials submitted by the Contractor. CLASSIFICA TlON OF EXCA V A TlON General 1. Included in the excavation under this Section are materials of whatever nature encountered within the required limits of excavation (except material during clearing and grubbing). Determination of sub-surface condition effects on construction costs is the sole responsibility of the Contractor. Sub-surface conditions between soil borings that may vary greatly from those conditions found at the boring location. S\200~IO~O I 04 00 00 Lely Manol' Cannll0014 BIdding Ph~se S~rvice_,\2300I::AJUIIORKDOC 3 Lely Manor Canal West Outfall RWA, Inc, Project No. 080104.00.00 2. Locating existing underground utilities shall be the responsibility of the Contractor. In the event of any utility conflict, the Contractor shall immediately inform the, Owner and the Engineer of the conflict. Contractor shall be responsible for the immediate repair of a utility lines damaged during construction. Contractor shall notifY all utility jurisdictional authorities, both public and private of their intent to perform such work and coordinate field location of utility lines prior to commencement of construction. 3. Where separate classification is provided in the Proposal, excavation specified under this Section may be listed as any of the to II owing classes: (I) Regular Excavation, (2) Swale Excavation, (3) Subsoil Excavation, (4) Rock Excavation, (5) Lake Excavation (unclassified). 4. For any of the above classitications not specifically listed as a separate pay item in the proposal or included as part of another pay item, all excavation of such type shall be included under the item of Regular Excavation. If the item of Regular Excavation is not listed in the proposal, all costs included in the excavation of roadway, swales, subsoil, rock, lakes, structures (including utilization or disposal of materials) shall be incidental to the general cost of the project and no additional compensation will be allowed. B. Regular Excavation 1. Regular Excavation shall consist of excavation of materials necessary for construction of roadways, ditches, sidewalks, building pads, retention ponds, and other surfaces as shown in the plans. Excavated material suitable for embankment shall be utilized in areas requiring fill with all excess material spread or stockpiled on site where shown on the plans or as directed by the Owner's representative. C. Swale Excavation 1. Swale Excavation shall consist of excavation of swales and ditches as indicated on the Plans and shall include the utilization of suitable excavated materials in areas requiring fill with all excess material spread or stockpiled on site where shown on the plans or as directed by the Owner's representative. D. Authorized Additional Excavation 1. Subsoil excavation shall consist of the excavation and off-site disposal of unsuitable excavation, or any other material that is determined to be unsuitable by the Owner's Geotechnical Engineer in its original position and that is excavated below the finished grading. If provided in the plans or Contract Documents unsuitable material shall be stock-piled in areas on site designated by the Owner. E. Rock Excavation I. Rock Excavation shall consist of excavation of rock and boulders necessary to attain finish grade. 2. For the purpose of classifying rock excavation as a pay item, the rock strata encountered shall be of such thickness and hardness as to preclude removal by using a modern 3/4 cubic yard hydraulic backhoe maintained in excellent operating condition. F. Rock Blasting 1. All blasting conducted under this contract shall strictly comply with the provisions of all laws and ordinances. All required blasting permits shall be the responsibility of the Contractor and in accordance with requirements of the jurisdictional authority. S\2008\080104,00,00 Lely Manor Canal\OOl4 Biddmg: Phase S"rvic~s'2300EARTHORKDO(, 4 Lely Manor Canal West Outfall 3.1 A. RWA, Inc. Project No. 080104.00.00 G. Rock Crushing 1. If Rock Crushing is listed as a pay item in the Proposal, rock shall be crushed so that at least 97 percent (by weight) of the material shall pass a 3 1/2 inch sieve and the material shall be graded uniformly down to dust. The crushed rock shall have an average limerock bearing ratio (LBR) value of not less than 100. H. Lake Excavation (Unclassified) I. Lake Excavation (Unclassified) shall consist of excavation of all material necessary for construction of lakes according to the depths, dimensions, side slopes, and in the locations shown in the plans. It shall also include the utilization of excavated materials and the disposal of unsuitable materials in accordance with Part III of this specification. All materials excavated shall be considered as "unclassified". 2. Contractor shall be responsible for any investigation of subsurface conditions and subsequent determination of the amount of rock, roots, and other materials to be incorporated into his price. Contractor shall construct the lake banks in strict accordance with the ordinances or laws governing the excavation. All slopes must be equal to the specified slopes. The bottom of the lake shall not be excavated below the specified depth without prior written approval of the Owner and the Jurisdictional Authority. PART 3 - EXECUTION B. UTILlZA nON OF EXCA VA TION MATERIALS General 1. All excavated materials suitable for embankment shall be utilized in the embankment areas shown in the plans or as otherwise specified in the Contract Documents. After the requirements for embankment to meet the lines and grades shown on the plans, the surplus suitable excavated material shall be deposited in areas on-site as directed by the Owner's representative, unless otherwise specified in the Contract Documents. 2. On projects where excavation does not provide enough material to satisfy embankment requirements, excavated materials shall first be utilized in the roadway or other permanent structure embankment, then into other embankment areas shown in the plans. Classification of Materials 1. Material shall be classified as "suitable" if it meets all the requirements of this Section. A rock stratum that can be blasted, split or screened to meet the requirements shall be considered as "suitable" for embankment. 2. Material such as muck, or any other material containing excessive amounts of organic, silt, clay, or other deleterious materials shall be classified as "unsuitable" for embankment unless otherwise specified or classified by the Engineer. 3. The term "unclassified" simply refers to material that has not been detined as suitable or unsuitable. If a dispute arises over the classification of materials, the Engineer shall make the final determination. C. Rock and Boulders 1. Rock and boulders shall be utilized on site as embankment unless otherwise specified. If it cannot be utilized in its excavated state, it shall be used as Buried Rock. If that is not possible, it shall be disposed of off'site and replaced with an acceptable material. In all cases, the alteration or replacement of excavated material shall be at the Contractor's expense unless otherwise provided in the plans or Contract Documents. S\2008\0801040()()(I Lcly Manor Canal\0014 Bidding Phasc Scrv;ecs\2.JOOEARTHORK DOC 5 Lely Manor Canal West Outfall RWA, Inc. Project No. 080104 00.00 D. Burial Rock 1. Work specified in this article consists of excavating and stockpiling of Rock, hauling and placing rock into the excavated area, covering the rock with overburden from the stockpile and utilizing all excess overburden. The proposed rock burial areas shall be as shown in the plans and/or as designated by the Owner or Engineer on-site. 2. After completion of the clearing and cross-sectioning of the proposed rock burial areas, Contractor shall excavate the overburden material down to the top of cap rock or as shown in the plans or as directed by the Owner's representative. The excavated overburden shall be stockpiled nearby for use in the covering process. The excavation area shall then be cross-sectioned by the Owner's representative. 3. After cross-sectioning, rock and boulders from previous excavation shall be loaded, hauled, and placed into these areas. During the placement of rock enough fine material trom the overburden stockpile shall be deposited and compacted between individual rocks or boulders so as to completely fill any voids that may occur during placement of such rocks. The top of the deposited rock shall be a minimum of 3 feet below the proposed finished grade or as otherwise specified in the plans. 4. After the rock placement is complete, the stockpiled overburden shall be placed over the rock to a minimum depth of 3 feet to the specified elevation and in accordance with the requirement of PART 1lI of this Section. 5. After the finish grading is attained, all excess-stockpiled overburden shall be utilized in other embankment areas according to the provisions of PART Ill. E. Existing Pavement 1. All existing asphalt pavement including the base course shall be utilized on-site as embankment unless otherwise specified. The pavement structure shall be scarified or similarly broken up to satisfy the requirements of embankment. Care shall be taken to utilize the broken asphalt pavement and base course in areas that will not adversely affect future landscape plantings or building pad related work such as footings, rough plumbing, electrical, etc. 2. All existing concrete pavement, sidewalk, curb and gutter or similar ridged surfaces shall be disposed of off-site unless otherwise specified or directed by the Engineer. At the Contractor's option and at his expense, he may break up the concrete and mix with enough fines for incorporation into embankment areas, provided he follows the same conditions required for the utilization of asphalt pavement. F. Muck 1. Although muck or other material high in organic content will not generally be pennitted in embankment areas, certain conditions may require or permit its utilization. Muck will not be permitted in embankment unless specitically stated on the plans or specified herein. G. Top Soil 1. Where top of the existing surface is high in organic content, it may be necessary to strip the topsoil and reuse it or dispose of it. Topsoil shall be stripped and stockpiled on-site for later use as a layer under sod, grassing, or in landscaped areas. When an item of topsoil is not listed as a separate pay item in the Contract Documents, the placement of the stockpiled topsoil shall be included in the item of Clearing and Grubbing or Excavation. When topsoil is listed as a pay item, it shall be placed in locations shown in the plans to a specified thickness and to a finished elevation that will allow for the placement of sod, ground cover or other landscape related surface. S,\2008\O&Ol04,OO,OO I.dy MarlO' Can"I\OO 14 Bidding Pnase Servlce,\230()FARTHORKDOC 6 Lely Manor Canal West Outfall 3.2 3.3 RWA,lnc Project No. 080104.0000 2. The material utilized as topsoil shall be suitable for plant growth and free from appreciable quantities of hard clods, stifT clay, hardpan, gravel, brush, large roots, refuse, or other deleterious materials. The organic content shall be at least 1.5 percent. The characteristics of the material shall be such that it can be adjusted to have a pH value between 5.0 and 8.0, or as approved by the Engineer. DISPOSAL OF EXCA V A TED MATERIALS A. Disposal of Surplus Materials 1. The Owner shall retain ownership of all suitable excavated materials unless otherwise stated in the Plans or Contract Documents to be surplus material. When so specified the surplus material shall become the property of the Contractor to be disposed of outside the project limits. The cost of the disposal and furnishing the disposal area shall be included in the item requiring excavation and no additional compensation will be given. B. Disposal of Unsuitable Materials 1. Unsuitable excavated material as defined in this Section shall become the property of the Contractor to be disposed of outside the project limits. The cost of the disposal and furnishing the disposal area shall be included in the item requiring excavation and no additional compensation will be given. EMBANKMENT A. General 1. Embankments shall be constructed true to lines and grades shown in the plans or authorized by the Engineer. Material used in embankments shall be obtained from on-site excavation and/or from otl~site borrow sources secured by the Contractor. B. Site Preparation 1. Subsequent to clearing and prior to placement of embankment material, the eXlstl11g cleared surface shall be scarified, moisture conditioned and compacted 6 feet beyond the all building and pavement areas and in other areas shown in the plans or stated in the Supplementary Conditions. The existing surface shall be compacted at moisture content such that the specific relative compaction requirement can be attained. Soil one foot below the compacted surface shall attain relative compaction of 95 percent of the maximum dry density as determined by the ASTM-D-1557. Field density tests shall be conducted in accordance with ASTM D-1556, D-2167, D-2922, or D-2937 (latest revisions) by a certified Engineer laboratory or Soils Engineer approved by the Owner. The location and number of the tests shall be determined by the Owners representative or Soils Engineer. C. Requirements for Embankment Materials 1. Embankments shall be constructed of material containing no muck, stumps, roots, brush, vegetable matter, rubbish, or other material that will not compact into a suitable and enduring roadbed or similar foundation. Material designated as unsuitable in the soil borings or as classifIed as unsuitable by this specification shall be removed from the embankment and disposed of in approved locations or ofT-site. Utilization of material in embankment construction shall be in strict accordance with the Plans or as approved by the Engineer. S\20081080104.00.00 Lely Manor CsnatlOOl4 l1iddlng Phas" S",vicd,2300lART/-IORKI}()(' 7 Lely Manor Canal West Outfall RWA, Inc, Project No 080104,00,00 2. The maximum size of rock that will be pennitted in the completed embankment are as follows: a. In top 12 inches - 3 1/2 inches maximum b. I foot to 2 feet below finish grade - 6 inches maximum c. 2 feet and below finish grade - Not to exceed the compacted thickness of the layer being placed 3. When and where approved by the Engineer, the Contractor may place larger rocks outside the 2 to I slope of any structure embankment. Where such rock is utilized in any embankment, enough fine material shall be deposited and compacted between individual rocks so as to completely fill any voids that may occur during the placement of such material. Rock larger than 8-inches shall not be utilized in any building pad or paved area embankment. O. Borrow Material 1. The use of borrow material shall be limited to areas when sufficient quantities of suitable material are not available on-site. When borrow is required the material shall conform to the requirements PART 2 and shall be approved by the Engineer prior to placement. Borrow material shall be obtained from areas furnished by the Contractor at his expense. Borrow sources shall comply with all local requirements applicable for the excavation and sale of fill material. E. Construction Requirements 1. Embankment material shall be placed in horizontal layers not to exceed 12 inches thickness measured loose. Each layer shall be leveled; moisture conditioned and uniformly compacted to a relative compaction of at least 95% of the maximum Ory density as determined by ASTM 0-1557. 2. Where the material is deposited in water or on unstable ground that will not support the weight of hauling equipment, the Contractor shall consult a Soils Engineer for recommendations to stabilize the subgrade to be filled. 3. When embankments are constructed on a slope greater than 3 horizontal to I vertical, the slope shall be "stepped" so as to permit the embankment to be placed in horizontal layers and compacted as stated above. Upon completion of the embankment steps on a slope, steps shall be dressed to conlorm to the specified slope. 4. For any embankments not covered above, the Engineer prior to placement shall approve construction methods. F. Compaction Requirements 1. Materials shall be compacted at moisture content such that the relative compaction can be attained. If necessary, water shall be added to the material, or the moisture content shall be lowered by disking the material and allowing it to dry, as is appropriate. Each layer of material shall be compacted by the use of a smooth drum vibratory roller or other method approved by the Geotechnical Engineer. 2. Relative Compaction shall be determined by Test method in accordance with ASTM 0-1556, 0-2167, 0-2922, or 0-2937 (latest revisions) by a Certilied Engineer Laboratory or Soils Engineer approved by the Owner. S\200M\080104,OO 00 Lcly Manor Cunal\00J4 Biddmg Phase Service,\2300],:AR'fHORKDOC 8 Lely Manor Canal West Outfall RWA, Inc. Project No. 080104.0000 3. Relative Compaction determination requirements shall be as follows: Embankment Area Minimum Relative Comoaction Building Pads] 95% Pavement Areas' 95% Retention Areas3 95% Other Areas N/A ] Includes future building pads and lots. , Includes any pennanent pavement structure such as curb and gutter, sidewalk, roadways, shoulder, driveway, or any other similar surface. 3 Includes earth berms, water retention slopes, dikes, and other similar areas. Freauencv/Lift 1 Ea/2000 Square feet 1 Ea/ 1000 Square yards I Ea/ I 000 Sq uare Yards N/A 4. Contractor shall be responsible for scheduling of all soil testing. These soil-testing costs shall be borne by the Owner, except that in the event of a test failure all subsequent retests required to validate recompaction shall be at the expense of the Contractor. The Owner may deduct this expense from the Contractor's payment or request payment directly from Contractor. 3.4 FINISH GRADING A. General 1. As a final grading operation the surface of the earthwork shall be shaped to conform to the lines, grades, and contours shown on the plans. For cuts or fills where plant growth will be established, surfaces shall be left in a roughened condition as approved by the Engineer. Hand dressing will not be required except as necessary in confined areas where equipment operation is restricted. 2. Contractor shall take necessary precautions to prevent erosion of slopes before and after finish grading. Any erosion of whatever consequence shall be repaired at the expense of the Contractor until final acceptance of the project. B. Tolerances 1. In final shaping of the surface of earthwork a tolerance of 0.1 foot above or below the plan elevations and contours will be allowed with the following exceptions: a. In areas where sod, ground cover or other finish landscape surface will be used, an allowance shall be made for the thickness of sod, etc. that will result in the finish landscape elevation to be within the above tolerance. b. Earthwork shall be shaped to match adjacent pavement, curb, sidewalk, structures, etc. with applicable allowance for sod, etc. Ditch bottoms may have a higher tolerance as approved by the Engineer provided that no water will be impounded. PART 4 - METHOD OF MEASUREMENT AND PAYMENT A. METHOD OF MEASUREMENT 1. VOLUMETRIC - When payment is made on a volumetric basis, calculations shall be based on the method of average end areas or the grid cell method, unless the Engineer detenllines that another method will provide a more accurate result. The existing elevations shown on the plans or field survey taken by the Engineer shall be incorporated into the volume calculations. Should any of these existing elevations appear to be in S\2008\080104 00 00 l.ely ManorCanal\OOl4 Bidding I'ha'~ S~rvice,\2.100EARTH()RKDOC 9 Lely Manor Canal West Outfall RWA, Inc. Project No. 080104,00,00 error, the Contractor shall notify the Engineer in writing and resolve the dispute prior to disturbing the existing surface in question. Once the existing surface is disturbed by clearing, excavating, or any other construction, the Contractor's right to dispute the existing elevations shown by the Engineers will be nullified. After the excavation or embankment is completed, the finished surface shall be measured in place by field survey and these cross-sections shall be incorporated into the volume calculations. 2. LOOSE VOLUME - In special cases as shown in the Contract Documents, payment shall be made on a loose volume basis as measured in trucks or other hauling equipment. The volume capacity of each truck shall be measured and recorded by the Owner's representative. Betore unloading on-site, the Owner's representative shall compare the loaded truck to its recorded capacity and record the actual volume on the load ticket. Only load tickets that have been so recorded and collected by the Owner's representative at the point of dumping shall be included in the quantity for payment 3. LUMP SUM - The proposal may contain items of work that are to be paid for on a lump sum basis. Additionally, the Contract Documents may provide for a lump sum payment for the entire project. The lump sum payment for individual items or for the entire project shall constitute full compensation for the completion of all work specified in the plans and specifications. 4. PLAN QUANTITY - When cross Sectioning finished surfaces is not feasible; the Engineer may specify the final pay quantity of any item to be the original plan quantity. When so specified in the Contract Documents, such quantity will be revised only in the event that it is determined to differ by more than 10 percent of the original plan quantity. Such revisions will be determined by calculation of quantities from the plan sheets as applicable. field measurement will not be considered except to verify that the work was accomplished in substantial compliance with the plan dimensions. B. Regular Excavation 1. Measurement of regular excavation shall include only the net volume of material excavated between the original ground surface and the surface of the completed earthwork. The pay quantity shall be the plan quantity in accordance with article A, unless otherwise stated in the Contract Documents. C. Swale Excavation 1. Measurement of swale excavation shall include only materials excavated within the line and grades indicated in the plans or as directed by the Engineer. Measurement may be by volume or lineal as called for in the Contract Documents. D. Subsoil Excavation 1. Measurement of subsoil excavation shall include only material excavated within the lines and grades indicated on the plans or as directed by the Engineer. Where the limits of subsoil excavation are not shown or vary from the limits shown on the plans, the pay quantity shall be determined by cross Sectioning measurements in accordance with the volumetric method described in article 3.06.A. When the final pay quantity is more or less than the original plan quantity, an appropriate adjustment shall be made to the applicable pay quantity for imported fill so that the loss or increase is compensated provided that the unsuitable material is to be disposed oft~site. A lower than plan volume will require less till replacement and a higher than plan volume will require more fill replacement than originally calculated. However, if the subsoil excavation is displaced by on-site excavation, a quantity adjustment will not be made. Where no separate pay item is included in the contract, all such work involving the excavation and disposal of 5\2008\080104,0000 Lely Manor C'anal\OOI4 B,ddtng r~as~ S~rvice,'.2300[ARTI !ORKDOC 10 Lely Manor Canal West Outfall RWA, Inc, Project No. 080]04.00,00 unsuitable material shall be considered incidental to the cost of the applicable excavation item. E. Rock Excavation I. When rock excavation is listed as a separate pay item in the Contract Documents, measurement of rock excavation shall be by cross-sectioning method prior to and after the rock layer is excavated. Contractor shall allow sufficient time between operations to facilitate this field survey work. 2. If Rock Excavation is not listed as a separate pay item in the Contract Document, the cost of all such work, including blasting, shall be included in the unit price for Regular Excavation, Swale Excavation, Subsoil Excavation, Lake Excavation (Unclassified), or other items which may require the excavation of rock or boulders. 3. All rock and boulders shall be excavated to the width and depth that permit the construction and installation of the specified work. Unless otherwise specified in the Contract Documents, govemmental codes or ordinances, and permit requirements, the method used to remove rock and boulders shall be determined by the Contractor. 4. The Contractor at a location outside the project limits shall dispose of all excavated rock that is not utilized on-site. All such material disposed of outside the project limits shall become the property of the Contractor and he shall therefore be responsible for any liability resulting from the ownership, hauling, or disposing of such excavated material. F. Rock Blasting 1. When listed as a pay item in the Contract Documents, Rock Blasting shall be paid by the cubic yard, or lump sum for the actual quantity of rock blasted. When Rock Blasting is not listed as a pay item, any blasting or splitting of rock necessary to facilitate the excavation of rock shall be included in the item of Rock Excavation. If Rock Excavation is not listed as a pay item, any such blasting or splitting shall be included in the cost of whatever work that may require rock excavation and no additional compensation will be provided. The Contractor shall comply with any govemmental ageney blasting ordinance applicable at the time of construction. The Contractor shall obtain all permits required before the removal of overburden material, drilling, or delivery of explosives. G. Rock Crushing 1. When listed as a separate pay item in the Contract Documents, Rock Crushing shall be paid by the cubic yard on a volumetric basis. Prior to crushing, the existing surface of the proposed stockpile area shall be cross-sectioned by the Owner's representative. After crushing has been completed and with the crushed material in a stockpile, the stockpile shall be again cross-sectioned by the Owner's representative. The volume of the stockpile shall then be calculated by either a grid cell or average end area method. This volume shall be used for pay purposes without consideration of shrinkage or expansion. The Contractor shall be responsible for scheduling the Owner's representative for cross-sectioning and shall allow sufticient time in his schedule for the completion of such work. 2. The utilization of crushed rock shall be included in the cost of the excavation item requiring rock excavation according to the provisions of this Section. H. Lake Excavation (Unclassified) 1. Measurement of Lake Excavation (Unclassified) shall include only the net volume of material excavated between the ground surfaee after clearing and the finish slopes and bottom of the lake using the VOLUMETRIC method as described in the first paragraph of 3.5. The Contractor shall be responsible for scheduling the Owner's representative to S\2008\080 I 04,00 00 Lely Manor Canal\0014 BIdding Phase Selv;ce,\2100EARTHORK.DOC II Lely Manor Canal West Outfall RWA, Inc. Project No. 080104.00,00 cross-section the existing surface of the proposed lake after the clearing has been completed and prior to commencement of blasting or lake excavation. The Contractor shall allow sufficient time for the Owner's representative to complete such cross-sectioning work. Any unauthorized over-digging or excavation below the plan bottom elevation will not be included in the measurement for payment. 2. I f the initial expense of the lake sectioning is to be paid for by the Owner, the Contractor shall not request said sectioning until he has notified the Owner that he has shaped the bank slopes per the permitted design slopes and depths. 3. If the Sections indicate that the depths or bank slopes do not conform to the pennitted design slopes or indicate that they are steeper, the Contractor shall correct the deficiency. Further, the Contractor shall pay tor the expense of re-sectioning the lakes to document that said correction has been accomplished. 4. Owner shall have the option of deducting the re-sectioning costs from the Contractor's payment, or the Owner may request separate payment directly from the Contractor. I. Structure Excavation 1. Unless otherwise specified, there shall be no measurement for structure excavation. The cost of structure excavation shall be incidental to the cost of the applicable structure and no separate pay item will be established. J. Rock Burial I. Measurement of Rock Burial shall be on a volumetric basis unless otherwise specified in the Contract Documents. Payment shall be made for the neat volume of material excavated below the existing elevation after clearing. The Contractor shall be responsible for scheduling the Owner's representative to cross-section the existing surface after clearing and to cross-section the burial area after excavation, and sufficient time shall be allowed for this purpose. 2. Payment shall be by the cubic yard at the unit price established in the Contract Documents. Such unit price shall be full compensation for all excavation, stockpiling, loading, hauling and placing rock, overburden replacement over rock, and utilization of all excess overburden. K. Pavement Removal 1. Measurement for pavement removal shall be by the square yard as measured in place prior to removal unless otherwise specified in the Contract Documents. When no separate pay item is included, the cost of such work shall be incidental to the item of clearing and grubbing or excavation as applicable. L. Topsoil I. Measurement for topsoil shall be by the square yard as measured in place in locations shown in the plans or as directed by the Engineer. Placement of topsoil shall be to the thickness specified in the plans or Contract Documents, and it shall include the cost of furnishing the material as specified in Article 3.2 G. If enough excavated material is not available to satisfy the topsoil requirements, suitable topsoil shall be imported and the cost of furnishing and hauling this imported material shall be included in the unit price of the topsoil item. M. Embankment 1. When there is not enough suitable excavated material to satisfy the requirements of embankment, a separate item called Embankment or Borrow may be established in the Contract Documents to facilitate completion. Payment will be made only for material S\2008\080104,OO 00 Lely Manor Canal\OOl4 B,ddmg Ph'L,e S~",ic~s"..2300t'ARTlIORK DOC 12 Lely Manor Canal West Outfall 4.2 RW A, Inc. Project No. 080] 04.00.00 required to complete the embankment to the plan dimensions and elevations. Material placed beyond the limits shown on the plans will not be measured for payment. 2. For Embankment, the pay quantity shall be the plan quantity unless otherwise stated in the plans or Contract Documents. The measurement for embankment shall be the in place volume of material placed above the original surface elevation within the dimensions and elevations indicated on the plans less the neat volume of excavation. No allowance will be made for subsidence or shrinkage. 3. For Borrow, the pay quantity shall be made on a loose volume basis unless otherwise specified in the plans or Contract Documents. The method of measurement shall be in accordance with LOOSE VOLUME. N. Berm Construction 1. Measurement for Berm Construction shall include only materials excavated within the lines and grades indicated in the plans or as directed by the Engineer. Measurement may be by volume or lineal as defined in the Contract Documents. O. Finish Grading 1. Measurement for Finish Grading shall only include areas that require a change in elevation to meet the new design grade. Placement of sod to an existing elevation would require finish grading to facilitate placement of sod. If there is no pay item for finish grading, the cost of all such work shall be incidental to the applicable item of excavation or embankment. BASIS OF PA YMENT A. General 1. Prices and payments for the various work items included in this Section shall constitute full compensation tor all work described herein and shall include excavation, hauling, placing, compacting, and dressing of the finish surface. Said payments shall also include the following items when no separate pay item is included in the contract: a. Removal and disposal of existing pavement b. Clearing and grubbing c. Providing disposal areas d. Furnishing of borrow areas e. Permits and waiver costs B. Excavation and Embankment 1. Cost of utilizing suitable excavated materials and disposing of unsuitable excavated materials shall be included in the cost of the applicable excavation item, unless otherwise stated in the plans or Contract Documents. 2. When separate classifications of Excavation and/or Embankment are listed as pay items in the contract, the quantities determined as provided above shall be paid at the contract unit price per cubic yard, square yard, lineal foot or lump sum as applicable. Such payment shall constitute full compensation for all items as described in this Section or as stated in the plans or Contract Documents. c. Rock Excavation 1. The cost of rock excavation including blasting shall be included in the contract unit price for each work item requiring rock removal. S.\l008\080104.00 00 Lely Manor C'an,,1\OOI41l,ddLng Pha,,, S"rvic~,\2300EARTJ10RK DOC' 13 Le1y Manor Canal West Outfall RW A, Inc. Project No. 080104.00.00 2. Where the disposal of rock or boulders creates a deficiency of backfill or embankment material the cost of furnishing replacement material shall be included in the work item requiring rock removal with no additional payment allowed. 4.1 PA Y ITEMS A. For all work specified in this Section, Payment shall be made in accordance with the list of pay items established or as otherwise defined in the Contract Documents. The description of a pay item in the proposal Section may vary from the descriptions stated in this Section. END OF SECTION 02300 S\1008\080 I 04.00.110 Lely Maror C'anal\OfJI4 Bidding Pba,c Scrviccs\2300EARTHORKDor 14 Lely Manor Canal West Outfall RWA,lnc Project No. 080104.00.00 SECTION 02630 - STORM DRAINAGE PART I - GENERAL 1.1 Related Documents A. Drawings and general provisions of the contract, including general and supplementary conditions and division I specitication sections, apply to this section. 1. Division 2 Section 02080 " Trenching and Backfills" 2. Division 2 Section 02300 "Earthwork" 1.2 Summary A. This section includes gravity-flow, non-pressure storm drainage within the project area, with the following components: I. Stonn sewers 2. Junction Boxes 3. Culverts 4. Crossing boxes 5. Catch Basin 6. Inlet and Outlets 7. Pipe end treatments 1.3 Definitions A. PYC: Polyvinyl Chloride Plastic. B. RCP: Reinforced Concrete Pipe. C. CMP: Corrugated Metal Pipe. D. CPP: Corrugated Polyethylene Pipe 1.4 Performance Requirements A. Where standards such as ASTM, A WW A, FDOT, etc., are referenced, such references shall be the latest edition. B. All work will be completed in accordance with the Jurisdictional Authority and Southwest Florida Water Management District Development Regulations. 1.5 Submittals A. Cut sheets shall be prepared prior to construction for each pipe run by the responsible entity staking out the pipeline. The cut sheet shall be prepared based on pipe installation using laser equipment. Four copies of the cut sheets will be submitted to the Engineer for review. After review two copies of the cut sheets will be provided to the Contractor. 1.6 Delivery, Storage and Handling A. Protect pipe, pipefitting and seals from dirt and damage. S \2008\080104,00 00 Lely Manor C'anal\OOl4 Bidding Pha,e Serviccs'.2630STOR'v1DRAIJ',DOC Lely Manor Canal West Outfall RWA, Inc. Project No 080104.00,00 B. Handle prefabricated Junction Boxes, catch basins and stonn water inlets according to manufacturer's written instructions. 1.7 Project Conditions A. The project will commence onsite and terminate in an offsite drainage system approved by the Southwest Florida Water Management District. B. Do not interrupt existing storm drain service to facilities unless permitted by the Engineer and then only after arranging to provide approved temporary drainage services channel and appurtenances. PART 2 - PRODUCTS 2.1 Manufacturers (Not Used) 2.2 Corrugated Aluminum Alloy Culverts (Not Used) 2.3 Corrugated Steel Pipe and Pipe Arches (Not Used) 2.4 Reinforced Concrete Pipe A. Reinforced concrete pipe shall conform to Section 941, FDOTSPEC. Lift holes will not be permitted in any reinforced concrete pipe. Storm Drainage. Contractor shall only use pipe joint lubricates supplied or recommended by pipe manufacture. Joints for round reinforced concrete pipe shall be made by "O-Rings", meeting the requirements of FDOTSPEC Sections 430-7. B. Round reinforced concrete pipe, unless otherwise specified shall meet the requirements of ASTM C 76, Standard specification for reinforced concrete pipe. Class III, wall thickness B. Elliptical reinforced concrete pipe shall meet the requirements of ASTM C 507, as required in Section 941-1.3 FDOTSPEC. C. Reinforced concrete arch pipe shall meet the requirements of ASTM C506, except as specified in FDOTSPEC Section 941-1.3. D. Field joints for elliptical and arch pipe shall be made with a preformed plastic gasket material meeting the requirements ofFDOTSPEC Section 942-2. Material shall be "Ram Nek", manufactured by K.T. Snyder Co. or approved equal. 2.5 Corrugated Polyethylene Pipe (Not Used) 2.6 Mortar, Concrete Block and Reinforcing Bars A. Mortar used for plastering junction boxes, catch basins, drop inlets and junction boxes shall meet the requirements of ASTM C270. Contractor shall either Portland Cement- Hydrated lime mixture or a Portland Cement mixture with masonry cement added to improve workability. A single mixture shall be used throughout the project. Mortar material shall be as follows: 1. One (I) part Type I Portland Cement - ASTM C 150 S\2008\080 1 04,00,00 LeI)' Manor CrulallOO 14 Biddmg Phase Serv;cesI2630STORMDRAJ",',DO(' 2 Lely Manor Canal West Outfall RW A, Inc. Project No. ORa I 04,00.00 2. Three (3) parts Sand - ASTM C 144 3. Addition of masonry cement, ASTM C91 to improve workability B. Concrete block used in construction of drainage appurtenances shall be Portland cement meeting the requirements of ASTM C 55 Grade P II and Section 02751. 2.7 PVC Pressure Pipe and Fittings (Not Used) 2.8 Drains (Not Used) 2.9 Junctions Boxes A. Standard precast concrete junction boxes shall be manufactured in accordance with ASTM C478 and the project drawings. I. Joint Sealant: ASTM c990 Bitumen or Butyl rubber. 2. Grade Rings: Reinforced concrete rings, 6 -9 inches total thickness, to match diameter of manhole frame and cover. 3. Junction Box Frames and Covers: Ferrous; include indented top design with lettering cast into cover, using wording equivalent to "STORM SEWER". B. Cast-In-Place Junction Boxes: Construct of reinforced concrete bottom, walls and top as indicated on the Plans. 1. Ballast: Increase thickness of concrete, as required to prevent flotation. 2. Resilient Pipe Connectors: ASTM C923, cast or fitted into manhole walls, for each pipe connection. 3. Steps: ASTM A 6l5/A 615M, deformed, No.4 steel reinforcing rods encased in a STM D 410 1, PP wide enough to allow worker to place both feet on 1 step and designed to prevent lateral slippage off of step. Cast or anchor steps into sidewalls at 12 to 16 inch intervals. 4. Grade Rings: Reinlorced concrete rings, 6 to 9 inches total thickness, to match diameter of manhole frame and cover. 2.10 Metal Castings A. Casting shall meet the requirements of ASTM A 48 for Class 30 grey iron. Casting shall be free of blowholes and porosity, well cleaned, with fine and sharp edges-ground smooth. All frames and covers or grates shall be machined to prevent rocking. Frames or covers, as determined by tests, before and atler installation, will be sufficiently cause for rejection of the frame and cover. All covers shall have concealed non-penetrating pick holes and have the name "Storm Sewer" cast in them. 2.11 Concrete A. Work specified in this article shall consist of finishing all concrete, reinforcing steel, ties, forms, labor, material and placing of all embedded pipe sleeves, fixtures, anchors, etc. necessary to complete the work shown on the project plans and specitied herein in accordance with the Southern Building Code and the American Concrete Institute Building Code requirements for reinforced concrete (ACl 318). S\200H\OROI04,OO,OO Lell' Manor CanaJ\OOI4 Bidding Phase Se""ecs\2630<';TOR'l.-1DRAI\l.DOC 3 Lely Manor Canal West Outfall RWA, Inc. Project No. 080104_00_00 B. Admixtures for air-entrainment in concrete are pennitted unless admixtures give abnonnal field results as evident by erratic or excessive air contents. C. All bars shall be detormed reinforcing steel meeting the requirements of Section 02751. C. Polymer-Concrete, Channel Drainage Systems (Not Used) 2. I 2 Plastic, Channel Drainage Systems (Not Used) 2.13 Catch Basins A. Precast Concrete Catch Basins: ASTM C 487, Precast, Reinforced Concrete, of depth indicated, with provision for sealant joints. 1. Joint Sealant: ASTM C 990, Bitumen or Butyl rubber. 2. Grade Rings: Include 2 or 3 reinforced-concrete rings, of 6 to 9 inch total thickness, that match diameter frame and grate. 3. Steps: Fiberglass reinforced plastic ladder, or ASTM A 615/A 615M, deformed. y, inch steel reinforcing rods encased in ASTM D 4101, PP wide enough to allow worker to place both feet on 1 step and designed to prevent lateral slippage off of step. Omit steps if total depth from floor of catch basin to finished grade is less than 60 inches. 4. Pipe Connectors: ASTM C 923, resilient, of size required, for each pipe connecting to base section. B. Cast-in-place concrete catch basins: Construct of reinforced concrete; of depth, shape, dimensions and appurtenances indicated. 1. Bottom, Walls and Top reinforced concrete as indicated. 2. Channels and Benches: Concrete. 3. Steps: As indicated above. C. Frames and Grates: ASTM A 536, Grade 60-40- I 8, ductile iron designed for A- I 6, structural loading. Include flat grate with small square or short-slotted drainage openings. 1. Size: As indicated, unless otherwise indicated. 2. Grate Free Area: Approximately 50 percent, unless otherwise indicated. 2.14 Stonn Water Inlets A. Curb Inlets: Made with vertical curb opening, of materials and dimensions as indicated on the project drawings. B. Gutter Inlets: Made with horizontal gutter opening, of materials and dimensions including heavy duty frames and grates as indicated on the project drawings. C. Combination Inlets: Made with vertical curb and horizontal gutter openings, of materials and dimensions, including heavy-duty frames and grates as indicated on the project drawings. D. Frames and Grates: Heavy-duty frames and grates according to utility standards. S\200&\080104.00.00 Lely Manor Canal\OOJ4 Bidding l'ha.e S~rvic~.\2630STORMDRAIN I)OC 4 Lely Manor Canal West Outf<lll RWA,lne Project No. 080104.0000 2.15 Crossing (Conflict) Boxes A. Crossing boxes shall be constructed at the locations and depth indicated on the project drawings. Crossing boxes shall have invert with at least one (1) foot clearance between conflicting pipes and bottom of structure as shown on the drawings. Boxes may be constructed of mortared concrete block or cast in place concrete with top surfaces plastered. 2.16 Pipe Outlets A. Head Walls: Cast-in-place reinforced concrete, with apron and tapered sides as indicated on the Plans. B. Riprap Basins: Constructed as indicated on the project drawing using sand-cement riprap specitied in FDOTSPEC Section 530. 2.17 Dry Wells (Not Used) 2.18 Storm Water Disposal Systems (Not Used) 2.19 Miscellaneous Materials (Not Used) PART 3 - EXECUTION 3.1 Earthwork A. Excavation is specified in Division 2, Section 2300 "Earthwork". B. Trenching and Backfill are specified in Section 2080 " Trenching and Backfills" 3.2 Piping Installation A. Corrugated metal pipe shall be installed in accordance with the Handbook for Steel Drainage and Highway Construction Products, published by the American Iron and Steel Institute. B. Concrete pipe shall be installed in accordance with the Concrete Pipe Installation Manual, published by the American Concrete Pipe Association. Lying of pipe in finished trenches shall be commenced at the lowest point, and shall progress up-grade. All pipe shall be carefully laid, true to the lines and grades given, with hubs upgrade and tongue end fully entered into the hub. When pipe with quadrant reinforcement, or circular pipe with elliptical reinforcement is used, pipe shall be installed in a position such that manufacturer's marks designating "top" and "bottom" of the pipe shall not be more than five degrees from the vertical plane through the longitudinal axis of the pipe. Any pipe that is not in true alignment or which shows any settlement after laying shall be taken up and re-Iaid without additinnal compensation. Pipe and joints shall be kept clean at all times. 3.3 Sand Cement Riprap S\2008\080104.00.00 Lely Manor ('rulal\OOl4 Biddin!\ Pha,c Scrvic~,;"'2('10STOR\1DRAIKDOC 5 Lely Manor Canal West Outfall RWA, Inc. Project No 08010400.00 A. Where the Plans and specifications call for sand cement bag construction bags shall be made of burlap. Paper bags will not be pennitted. 3.4 Pipe End Treatment A. Where stone drains connect to a lake, location of the headwall or end section shown on the Plans shall be adjusted to fit the slope of the lake bank. Length of pipe at each end treatment shall be adjusted accordingly, and the quantity of pipe paid for shall be the actual length installed. Headwall shall be constructed so top of the headwall will intersect the designed location and slope of the lake bank. B. If mitered ends are called for on the plans, mitered end section shall be constructed so that the top of the pipe end will match and intersect the designed slope of the lake bank, and the concrete collar slope shall conform to the mitered end detail. C. Stonn drainage Contractor and lake excavation contractor shall coordinate the location and installation of the headwall or mitered end section to be constructed at the lake bank. All "field adjustments" to end treatment location or elevation shall be approved by the Engineer prior to construction. 3.5 Joining Elliptical and Arch Concrete Pipe. A. Joint Design - Pipe manufacturer shall furnish the Engineer with details in regard to configuration of the joint and the amount of gasket material required to affect a satisfactory seal. Joint surfaces, which are to be in contact with the gasket material, shall not be brushed or wiped with cement slurry. Minor voids may be filled with cement slurry provided that all excess cement slurry is removed from the joint surface at the point of manufacture. B. Primcr - Prior to application of gasket material, a primer of the type recommended by the manufacturer ofthe gasket material shall be applied to all joint surfaces which are to be in contact with the gasket material. The surface to be primed shall be thoroughly cleaned and dry when primer is applied. C. Application of Gasket - Prior to placing a section of pipe in the trench, gasket material shall be applied to form a continuous gasket around the entire circumference of the leading edge of the tongue. The paper wrapper on the exterior surface of the gasket materials shall be left in place until immediately prior to joining of sections. The gasket material shall be checked to assure it is bonded to the joint surface, immediately prior to placing a joint in the trench. Plastic gasket material shall be applied only to surfaces that are dry. A hand-heating device shall be kept at the job site to dry joint surfaces immediately before application of the plastic gasket material. When the atmospheric temperature is below 60EF, plastic joint seal gaskets shall either be stored in an area wanned to above 70EF, or artificially warmed to this temperature in a manner satisfactory to the Engineer. S\2008\(80)04,OO,OO u.ly Manor Canal\0014 Bidding Phase Servic~s\2('30STOR\1DRAIN,DOC 6 Lely Manor Canal West Outtall RWA, Inc. Project No 080104.00.00 D. Installation of Elliptical and arch Concrete Pipe - Handling of a section of pipe after the gasket material has been affixed shall be carefully controlled to avoid displacement of gaskets or contamination of gasket material with dirt or other toreign material. Any gasket displaced or contaminated in handling of the pipe shall be removed and repositioned or replaced as directed. Pipe shall be installed in a dry trench. The bottom ofthe trench shall be carefully shaped so as to minimize the need for realignment of sections of pipe after they are placed in the trench. Care shall be taken to properly align each section of pipe to the gaskets coming into contact. Realignment of a joint after the gaskets come into contact tends to reduce the etTcctiveness ofthe seal and shall be held to a minimum. When pipes are joined, the entire joint shall be Hlled with gasket material and there shall be evidence of squeeze-out of gasket material for the entire internal and external circumference of the joint. Excess material on the interior of the pipe shall be trimmed to provide a smooth interior surface. After the pipe is in its Hnal position, joint shall be carefully examined to determine the gasket material is satisfactorily adhering to all surfaces of the joint and the entire joint is tilled with gasket material. Ifajoint is defective, the leading section of pipe shall be removed and the joint resealed. E. In addition to the required gasketed joint, a filter fabric jacket shall be included. The filter fabric jacket shall conform to FOOT Miscellaneous Drainage Detail Index No. 280 Sheet 1. 3.6 Placing of Concrete for Structures. A. Concrete shall be deposited in clean wet form as nearly as practicable in its tinal position to avoid segregation. Concrete placing shall be carried on at such a rate that the concrete is, at all times, plastic and flows readily into the spaces between the bars. Concreting shall be a continuous operation until the panel or section is completed. Beams and slabs shall be poured monolithically unless shown otherwise on the Plans. All structural concrete shall be mechanically vibrated. B. No concrete shall be allowed a free fall of more than 4 feet or allowed to strike against a vertical or inclined surface or reinforcement above point of deposit. Placing by means of pumping may be allowed, contingent upon the adequacy of the equipment for this particular work. The operation of the pump shall be such that a continuous stream of concrete without air pockets is produced. C. Placing of concrete shall be so regulated the pressure caused by wet concrete shall not exceed that used in the design ofthe forms. After the concrete has taken its initial set, care shall be exercised to avoid jarring the forms or placing any strain on the ends of projecting reinforcement. D. Joints between the junction box and manhole walls and incoming and out-going pipes shall be sealed with Portland Cement Mortar to form a watertight joint. All pipes in junction boxes or catch basins shall be sawed off flush with the inside face of the structure and sawed ends of these pipes shall be grouted with Portland Cement Mortar to a smooth uniform covering with no steel exposed. S\2008\080104.00 00 Lely Manor Canal\OOl4 Bidding Phase Servlces\26JOSTORl\lDRAI'\I DOC 7 Lely Manor Canal West Outfall RWA, Inc, Project No. 080104.00,00 3.7 Cleaning and Flushing. A. Prior to other tests, storm sewer lines shall be cleaned and flushed with a sewer cleaning ball or high velocity jet. 3.8 Infiltration Tests A. After completion, storm sewers shall be tested for accuracy in alignment and gradient as herein specified. Gravity sewers will also be tested or gauged to determine the amount infiltration into, or exfiltration out of, the sewers, with a maximum limit of two hundred (200) gallons per inch of diameter, per day, per mile of pipe. 3.10 Final Inspection of Storm Water System A. Each sewer, upon completion, or at such time as the Engineer direct, is to be cleaned, tested and inspected. All repairs or alterations shown necessary by these tests shall be made; all broken or cracked pipe removed; all excessive infiltration or exfiltration corrected; all deposits in pipe and junction boxes removed; and the sewer left clean, true to line and grade and ready for use. Each section of pipe from manhole to manhole is to show a full circle of light from either end. Each manhole shall be to the specified form and size, to the proper depth and watertight. 3.9 Adjusting Existing Structures A. Existing junction boxes, catch basins, inlets, crossing boxes, monument boxes, etc., within the limits of the proposed work, that do not conform to the finished grade ofthe proposed pavement, or to the finished grade designated on the plans for such structures, shall be cut down or extended, and made to conform to the grade of the new pavement, or to the designated grade of the structure if outside ofthe proposed pavement area. The materials and construction methods for this work shall conform to the requirements specified above. Where junctions boxes are to be raised, the adjustment may, at the Contractor's option, be made by the use of adjustable extension rings of the type, which do not require the removal ofthe existing manhole trame. The extension device shall provide positive locking action and shall permit adjustment in height as well as diameter. The particular type of device used shall meet the approval of the Engineer. B. Existing surfaces or property improvements damaged during the construction of work specified in this Section shall be repaired. PART 4 - METHOD OF MEASUREMENT AND PAYMENT 4.1.1 Measurement A. The quantities of storm sewer and pipe culvert to be paid for under this Section shall be the lengths of the various types and sizes of pipe satisfactorily completed according to the Contract Documents. The pay quantity shall be in linear feet measured along the centerline of the pipe with no deductions for junction boxes, inlets, crossing boxes, or catch basins. S\2008\081l1 04,00,00 Lely Manor Canal\OOJ4 BLddmg I'ha.c SCr\,jccs\26JOSTOR\1DRAIN.DOC 8 Lely Manor Canal West Outfall RWA, Inc. Project No. 080104.0000 B. For pipe other than the main line where the pipe connects to ajunction box, inlet, crossing box, or catch hasin, the measurement of the pipe shall extend to the center of the applicable structure. C. Where a pipe terminates with a mitered end section, the measurement of the pipe shall be in accordance with Index No. 272 or 273 of the FOOT INDEX BOOK. D. Where a pipe terminates with a headwall, endwall, or other end treatment except the above mentioned mitered end, the measurement of the pipe shall extend to the end of the pipe. This method also applies where pipe connects to a control structure, weir, or cast in place structures. E. The quantities for junctions boxes, inlets, crossing boxes, and mitered end sections paid for under this Section shall be the number of the various types and sizes satisfactorily completed according to the Contract Documents. F. Where the pay item description for a manhole (as defined in the proposal section of the Contract Documents) specifies a depth; the depth shall be measured from the top of the frame and cover to the invert elevation as shown on the plans. G. The quantities for headwalls, end walls, control structures, weirs, or other similar structures shall be either by the volume of concrete or the number of the various types and sizes of structures satisfactorily completed. The method used will be defined in the proposal section of the Contract documents. If the volume method is used, the quantity shall be in cubic yards based on the volume of concrete as calculated in the plan details. H. The quantities of existing structure adjustment to be paid for under this Section shall be the number of existing junction boxes, inlets, crossing boxes or other similar structure satisfactorily adjusted, unless otherwise specified. 4.2 Basis of Payment A. The quantities, determined by the methods described above, shall be paid for at the contract unit prices established for each pay item. Such payment shall constitute full compensation for all work specified in this Section including all labor, materials, equipment, and other incidental costs required to construct the work defined in this Section. B. Unless otherwise specified in the Contract Documents, restoration work shall not be paid for separately. The cost of any such restoration work shall be included in the various work items that necessitate the restoration. C. The cost of rock excavation including blasting shall be included in the contract unit price for pipe or structure unless rock excavation is specifically established as a separate pay item in the Contract documents. When rock excavation is paid for separately, payment shall be made at the contract unit price in accordance with 02300 "Earthwork". D. Where headwalls, control structures, and other cast in place structures are paid by the cubic yard of concrete required, the contract unit price lor concrete shall include S\2008\080104 D(lDO Lell' J\-Ianor Canal\DOl4 BjdJing Pha,e Service,\2630STOR\1DRAIl\.DOC 9 Lely Manor Canal West Outfall RWA, Inc. Project No. 080104.00.00 the cost of reinforcing steel unless reinforcing steel is established as a separate pay item to be paid by the pound. END OF SECTION 02630 S\2008\080104.0000 Lely Manor Catlal\OOl4 Bidding Phase Sc",iccs\2bJOSTORMDRAI~.DO( 10 Lely Manor Canal West Outfall RW A, Inc, Project No. 080104,00.00 SECTION 02741 ASPHALT PAVEMENTS PART 1 - GENERAL 1.1 RELA TED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions, apply to this Section. 1.2 SUMMARY 1.3 A. B. C. D. E. A. This Section includes the following: 1. Hot-mix asphalt paving. 2. Hot-mix asphalt patching. 3. Limerock Base 4. Limerock Stabilized Base 5. Prime and Tack Coats 6. Subgrade Preparation B. Related Sections include the following: I. Division 2 Section 02300 "Earthwork" DEFINITIONS Hot-Mix Asphalt Paving Terminology: Refer to ASTM D 8 for definitions oftenns. FDOTSPEC: Florida Department of Transportation Standard Specification for Roads and Bridges. ASTM: American Society of Testing and Materials AASHO: American Association of State highway Officials MUTCD: Manual on Uniform Traffic Control Devices, U.S. Department of Transportation, Federal Highway Administration 1.4 SYSTEM DESCRIPTION A. The work covered by this specification included: I. Preparation of Subgrade and Subgrade stabilization to receive Base Courses, or Asphalt or Concrete Paving 2. Importation and placement of Base Courses to receive Asphalt Paving. 3. Placement of Asphalt or Concrete Paving S\2008\080104,00 00 Ldy Manor Canal\0014 Biddmg I'ha'e Scrv,cd',274IASPHPAVDOC Lely Manor Canal West Outfall RWA, Inc, Project No. 080104.00.00 1.5 SUBMITTALS A. Asphalt Concrete Mix design and aggregate gradations. B. Limerock Base source and gradation Test report C. CONTRACTOR shall submit documentation from the sign suppliers, which identifies the reflector grade of each sign. All materials shall meet the requirements of FDOTSPEC 1.6 QUALITY ASSURANCE A. Prior to award of the Contract, CONTRACTOR shall submit proof from a State Certified Testing Laboratory that the materials and mixes meet FDOTSPEC. ENGINEER may require additional tests from time to time and CONTRACTOR shall furnish said tests. Costs of said tests shall be incidental to construction and borne by the CONTRACTOR. B. Regulatory Requirements: Comply with Standard Specifications for Roads and Bridges of The Florida Department of transportation. C. Review condition of subgrade and preparatory work. 1.7 DELIVERY, STORAGE, AND HANDLING 1.8 PROJECT CONDITIONS A. Environmental Limitations: Do not apply asphalt materials if subgrade is wet or excessively damp or if the following conditions are not met: I. Prime and Tack Coats: Minimum surface temperature of60 Degrees F. 2. Slurry Coat: Comply with weather limitations of ASTM D 3910. B. Pavement-Marking Paint: Proceed with pavement marking only on clean, dry surfaces and at a minimum ambient or surface temperature of 40 degrees F.; and for oil-based materials, 50 degrees F. for water-based materials, and not exceeding 95 degrees. PART 2 - PRODUCTS 2.1 ASPHALTIC CONCRETE MATERIALS A. Asphalt Base Courses shall meet the requirements of FDOTSPEC Section 280, except as modified. B. Prime and Tack Coats shall meet the requirements of FDOTSPEC Section 300, except as modified. C. Type S Asphaltic Concrete shall meet the requirements of FDOTSPEC, Section 331, except as modified. S \2008',.080104,00 00 Lely Manor Canal',.oOl4 Bidding Pha~e ServlCc,',274IASPHPAVDOC 2 Lely Manor Canal West Outfall 2.2 2.3 RWA, Inc. Project No. 080104.00.00 D. Type II Asphaltic Concrete shall meet the requirements of FDOTSPEC Section 332, except as modified. E. Type !II asphaltic concrete shall meet the requirements of FDOTSPEC Section 333, except as modified. ASPHALTIC CONCRETE FRICTION COURSES A. Asphaltic Concrete Friction Courses shall meet the requirements of FDOTPSEC Section 337, except as modified. LlMEROCK BASE MATERIALS A. Material for limerock base shall meet the requirements of Section 911 ofFDOTSPEC. B. CONTRACTOR shall pay for and furnish samples of materials to the approved testing laboratory tor physical and chemical analysis, together with optimum moisture and density relationships of the base material. Test reports and samples shall be required of every limerock supplier furnishing material for the work. The source or sources of materials proposed for use shall be designated and shall not change without written consent of the ENGINEER. During the course of construction, ENGINEER may require additional tests if any visible variation occurs. C. Limerock shall be obtained from pits from which all overburden has been removed, prior to blasting. It shall show no tendency to air slake or undergo chemical change under exposure to weather, Limerock-Miami (or Ocala) formations shall be tested to meet the following requirements: LlMEROCK BASE GRADE #1 LlMEROCK STABILIZED BASE GRADE #2 Minimum Limerock Bearing Ratio (LBR) Minimum Carbonates (Calcium and Magnesium) Maximum Liquid Limit Maximum Plasticity Index Maximum Percent passing 270 sieve 40 40 70 35 Non-plastic 3 70 35 10/less 3 D. Grade # I Limerock as placed shall be well graded, crushed material from either Miami or Ocala formations with at least 97 percent (by weight) of the material passing a 3-l/2 inch sieve and shall be graded uniformly down to dust with the fines consisting entirely of dust of fracture. E. Grade #2 Limerock will conform to the above except that 97 percent shall pass a 1-1/2 inch sieve. S\200~\080 I 04,00 00 Lely Manor Canal\OOl4 Blddmg Phase ServLce<;\2741 ASP] IrA v DOC 3 Lc1y Manor Canal West Outfall 2.4 2.5 RWA, Inc. Project No. 080104.00,00 SUBGRADE STABILA TION MATERIALS A. General: Materials to be used for stabilizing shall be commercial limerock, limerock overburden, and crushed or local shell meeting the requirements of Section 914 ofFDOTSPEC. B. Limerock and Limerock Overburden: For limerock and limerock overburden, the percentage of carbonates of calcium and magnesium shall be at least 70 percent and the plasticity index shall not exceed 10 percent. The gradation of both commercial Iimerock and limerock overburden shall be such that at least 95 percent (by weight) of the material will pass a 3-1/2 -inch sieve and not less than 10 percent (by weight) of the material will pass a No. 200 sieve and the material shall be graded uniformly down to dust. C. Crushed Shell: Crushed shell shall be mollusk shell (i.e., oysters, mussels, clams, cemented coquina, etc.). Steamed shell will not be permitted. Shell shall meet the following requirements: 1. At least 95 percent (by weight) of the material shall pass a 3-112 inch sieve and at least 50 percent (by weight) of the total material shall be retained on the No.4 sieve. 2. Not more than 15 percent (by weight) of the total material shall pass the No. 200 sieve by washing. 3. In the event shell meets the above requirements without crushing, crushing will not be required. D. Local Shell: Local shell shall consist of a naturally occurring deposit which is essentially broken mollusk shell. The gradation of the shell shall be such that at least 95 percent (by weight) of the material will pass a 3-112 inch sieve and not more than 20 percent (by weight) of the material will pass a No. 200 sieve by washing. The portion of material passing the No. 40 sieve shall have a liquid limit not greater than 30 percent and a plasticity index not greater than 10 percent. PRIME COA T MATERIALS A. Material used for prime coats shall meet the requirements of FDOTSPEC 300. CONTRACTOR may select any of the specified bituminous materials for use, unless the Plans or Specifications indicate use of a specific material. Types and grades of bituminous material other than those specified above may be allowed if it can be shown the alternate material will properly perform the function of prime coat material. B. COVER MA TERIAL FOR PRIME COAT 1. If emulsified asphalt is used for prime coats, the cover material shall consist of a sand-bituminous hot mix or screenings. Sand-bituminous hot mix shall contain from 2 to 4 percent Asphalt-Cement, viscosity Grade AC-20, and fine aggregate consisting of a clean sand or screenings. Sand shall contain no more than 10 percent (by weight) of material passing the No. 200 sieve. Thc gradation of screenings used along shall be such that 100 percent will pass the 3/8-inch sieve and not more than 10 percent will pass the No. 200 sieve. 2. If material other than emulsified asphalt is used for the prime coat, cover material shall be either sand (bare or hot-asphalt coated) or screenings, at the CONTRACTOR'S option. Sand shall be non-plastic and free from any appreciable amount of silt, clay balls and root particles, and horn any noticeable sticks, trash, vegetation or other organic matter. Screenings shall be Miami Oolitic rock screenings. S\2008\080104.00 00 Lely Manor Canal\0014 Bidding Pha'~ Servi~~,"2741AS1'IIPAV DOC 4 Lcly Manor Canal West Outfall RWA, Inc. ProJect No. 080104.00.00 2.6 TACK COAT A. Unless a specific type or grade of material is called for on the Plans or Specifications, material used for tack coat shall meet the requirements of FOOTSPEC 300. 2.7 AUXILIARY MATERIALS A. Herbicide: Commercial chemical for weed control, registered by the EPA. Provide in granular, liquid, or wettable powder torm. B. Joint Sealant shall meet the requirement s of FOOT Section 932. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that subgrade is dry and in suitable condition to support paving and imposed loads if subgrade stabilization is not required. B. When stabilized Subgrade is used, The subgrade soils shall be moisture adjusted to allow proper mixing of the stabilization materials and bladed to an appropriate grade 3.2 CONSTRUCTION OF ST ABlLlZEO SUBGRAOE A. Stabilized subgrade shall be constructed of roadbed soil and subgrade stabilization materials in conformance with the lines, grades, and cross-section shown on the Plans. Prior to beginning of stabilizing operations, the area to be stabilized shall have been completed to the lines shown on the Plans and to a grade parallel to finished elevation of the stabilized subgrade. Before sta- bilizing material is added, the elevation of the roadbed shall be such that subgrade shall con- form to requirements of the typical cross-section when the work is completed. B. Stabilized Subgrade Minimum Bearing Value - Completed stabilized subgrade shall have minimum limerock bearing ratio value of 40 (LBR40) unless otherwise stated on the Plans or amended in the Specifications. C. Incorporation of Stabilizing Material and Mix-in I. Spreading and Mixing: Stabilizing material shall be placed on areas to be stabilized, and spread uniformly. Stabilizing material shall be thoroughly mixed with the soil with rotary tillers or other approved equipment, which is capable of achieving a satisfactory blend. Mixing shall be done as soon as practical, but not later than one week after stabilizing material is placed on the road bed. The area to be stabilized shall be thoroughly mixed throughout the entire depth and width of the stabilized subgrade. 2. Maximum Particle Size of Mixed Materials: At the completion of mixing, all particles of materials within the limits of the stabilized subbase shall pass a 3-1/2 inch ring. Any particles not meeting this requirement shall be removed or shall be broken down to meet this requirement. S\2008\080 I 04.00 00 Lely Manor Canal\0014 BIdding I'ha<;e Services\274lASI'HPA VDOC 5 Lely Manor Canal West Outfall RWA, Inc. Project No. 080104.00,00 3. Planting Mixing: Mixing of the soil may be accomplished by the central plant-mix method in lieu of mixing in place, provided that a uniform mixture containing the proper amount of water is achieved. 4. Depth of Mixing Stabilizing Materials: Stabilizing material shall be mixed to the nominal depth of Stabilized Subgrade shown on the Plans. The following tolerances over or under the specified depth will be allowed: Plan Depth Tolerance 8" or less 1" Over 8" 2" In the event the measured depth of mixing is less than the minimum specified above, Contractor shall remix the stabilized subgrade until stabilizing material is distributed throughout the subgrade course to the required depth. ENG INEER may waive the above requirements for remixing or addition of stabilizing material and remixing for Stabilized Subgrade which serves solely as a working platform for concrete paving equipment, if the subgrade as originally mixed is firm and substantially unyielding. 5. Compacting a. After mixing operations have been completed and requirements for uniformity, mixing depth and maximum particle size have been satisfied, subbase shall be shaped and compacted. Minimum density acceptable at any location within the entire limits of width and depth of the sub-base will be 98 percent of the maximum density as determined by AASHTO T-180. b. In the event Contractor elects to shape and compact the subgrade that will be underlying curb and gutter separate from the rest of the subgrade, additional density testing along those curb and gutter lines will be required at a minimum frequency of I test per 500 lineal feet. c. Engineer may waive the above density requirement for Stabilized Subgrade which serves solely as a working platform for concrete paving equipment, if the subgrade as compacted is finn, substantially unyielding, and no areas of excessive moisture are evident. 6. Finish Grading a. Completed stabilized subgrade shall be shaped to conform to finished lines, grades and cross-sections indicated on the Plans. Subgrade shall be checked by the use of elevation stakes, or other means approved by the Engineer. 7. Requirements for Condition of Stabilized Subgrade a. After stabilizing and compacting operations have been completed, subgrade shall be firm and substantially unyielding to the extent it will support construction equipment. All soft and yielding material, and any other portions of the subgrade which will not compact readily, shall be removed and replaced with suitable material and the whole subgrade brought to line and grade, with proper allowance for subsequent compaction. 8. Maintenance of completed Stabilized Subgrade a. After stabilized subgrade has been completed as specified, Contractor shall maintain it free from ruts, depressions and any damage resulting from the hauling or handling of materials, equipment, tools, etc. 9. Preparation of Unstabilized Subgrade a. Embankment Subgrade Soil: If the subgrade consists of embankment soil, Contractor before undertaking this work, shall shape and compact the subgrade to conform to the grade lines and cross-sections required for the completed work. Unless otherwise shown on the Plans, subgrade limits shall extend through the pavement area to one foot beyond the curb line or 6 feet beyond pavement edge S\2008\080104,OO 00 Ldy Manor Canal\0014 Bidding I'ha<e Servlce,\1741,\SPHI'AV DOC Lely Manor Canal West Outfall RWA, Inc. Project No. 080104.00.00 3.3 where curbs are not employed. Unless otherwise shown on the plans, subgrade thickness shall be 12 inches. b. Undisturbed Subgrade Soil: In-place soil under Group Classification A-4 through A-7, according to AASHTO's Soil Classification System, shall be removed and replaced unless ENGINEER directs it remain in place. Any replacement soil must be acceptable to the ENGINEER. CONSTRUCTION OF L1MEROCK BASE A. Limerock (also referred to as "rock") base shall be constructed on the prepared subgrade in accordance with the Specifications and with lines, grades, and cross-sections shown on the Plans. Construction shall meet requirements of FDOTSPEC Section 200, Limerock Base. B. Transporting Limerock: Limerock shall be transported to the point where it is to be used, over base rock previously placed if practical, and dumped on the end of the preceding spread. Hauling over the subgrade and dumping on the subgrade will be permitted when, in the ENGINEER'S opinion, these operations will not be detrimental to the subgrade or base. c. Spreading Limerock Base I. Method of Spreading: Limerock shall be spread uniformly. All segregated areas of fine or coarse rock shall be removed and replaced with properly graded rock. 2. Number of Courses: When the specified compacted thickness of the base is greater than 6 inches; base shall be constructed in two courses. The thickness of the first course shall be approximately one-half the total thickness of the finished base, or enough additional to bear the weight of the construction equipment without disturbing the subgrade. D. Compacting and Finishing Base Course I. Single-Course Base: For single-course base, after the spreading is completed, the entire surface shall be scarified, and then shaped so as to produce the required grade and cross-section after compaction. 2. Double-Course Base: For double-course base, the first course shall be cleaned of foreign material, bladed and brought to a surface cross-section approximately parallel to that of the finished base. Prior to the spreading of any material for the upper course, density tests for the lower course shall be made and Engineer will determine that required compaction has been obtained. After spreading of the material for the second course is completed, its surface shall be finished and shaped so as to produce the required grade and cross-section after compaction, free of scabs and laminations. 3. Moisture Content a. When material does not have proper moisture content to insure satisfactory compaction, wetting or drying will be required. When water is added, it shall be uniformly mixed by disking to the full depth of the course being compacted. Wetting or drying operations shall involve manipulation, as a unit, of the entire width and depth of the course that is being compacted. 4. Density Requirements: As soon as proper conditions of moisture contents are attained, material shall be compacted to a relative compaction of not less than 98 percent of maximum density as determined by AASHTO T 180. Minimum relative compaction which will be acceptable at any location outside the traveled roadway (such as crossovers) shall be 95 percent of such maximum. S',,2008\080]04 0000 Ldy ~lanor Canul'.OOl4 Bidding Phase Scrvic"s",274IASPHPAV DOC 7 Lely Manor Canal West Outfall 3.4 3.5 3.6 3.7 RWA,lnc ProJect No. 080104.0000 E. Testing Frequency: At least three density determinations shall be made on each day's final compaction operation on each course, and a frequency of one test per 1000 square yards or fraction thereof of surface roadway with a minimum of three tests on each course or roadway section requiring a break in the rolling pattern. The Engineer may deem additional tests or greater frequency necessary. F. Checking: Prior to application of any bituminous materials, base shall be checked for grade, cross-section and thickness. Where excessive deviations occur, scarifying, adding additional materials, blading, rolling and re-bonding shall rework base until such unsatisfactory condition is corrected. In general, deficiency in thickness shall be interpreted as anything in excess of 1/4 inch for the entire work or of 1/2 inch in isolated or limited areas. Deviations from straight edge laid parallel with the centerline, or from cross-section template, shall not be more than 1/16 inch per foot from point to point of contact. Deviations from grade shall not exceed .OS (five one hundredths) foot and in no case shall such deviation vary from one extreme to the other within less than 100 feet from low to high. PRIMING A. Prime coat shall be applied only when the base meets specified density requirements and the moisture content in the top half of the base does not exceed 90 percent of the optimum moisture of the base material. At time of priming, base shall be firm, unyielding and in such condition that no undo distortion will occur. MAINTAINING A. Contractor shall assure the true crown and template are maintained, with no rutting or other distortions, and the base meets all requirements at the time the surface course is applied. CLEANING BASE SURFACE AND PROTECTION OF ADJACENT WORK A. Before any bituminous material is applied, all loose material, dust, dirt, cakes clay and other foreign material that might prevent proper bonding with the existing surface, shall be removed for the full width of the application. Particular care shall be taken in cleaning the outer edges of the strip to be treated to insure the prime or tack coat will adhere. B. When the prime or tack coat is applied adjacent to curb and gutter, valley gutter or any other concrete surfaces, such concrete surfaces (except where they are to be covered with a bituminous wearing course) shall be covered with heavy paper or otherwise protected as approved by Engineer. Any bituminous material deposited on such concrete surfaces shall be removed. WEATHER LIMITATION A. Prime and tack coats shall be applied when the air temperature, in the shade, is above 40degrees F, and when all other weather conditions and the condition of the surface are suitable. S\2008\01l0104,OO 00 Lely Manor Cal1al\OfJ]4 Bidding Phaw Services',274IASI'JII'AVDOC 8 Lely Manor Canal West Outfall 3.8 3.9 3.10 3.11 RWA, lnc, ProJect No. 080104.00.00 APPLlCA TION OF PRIME COA T A. Rate of Application for Limerock, Limerock Stabilized, and Local Rock Bases I. For these bases, rate of application shall be not less than 0.10 gallon per square yard, unless the ENGINEER directs a lower rate. B. Sprinkling: If so required by ENGINEER, base shall be lightly sprinkled with water and rolled with a traffic roller in advance ofthe application of the prime. C. Partial Width of Application: If warranted by traffic conditions, ENGINEER may request that the application be made on only one-half the width of the base at one time, in which case positive means shall be used to secure the correct amount of bituminous material at the joint. APPLICATION OF TACK COAT A. General I. Where a bituminous surface is to be laid and a tack coat is required, tack coat shall be applied as specified herein below. 2. In general, a tack coat will not be required on primed bases cxcept in areas that have become excessively dirty and cannot be cleaned, or in areas where the prime has cured to the extent that it has lost all bonding effect. Generally, a tack coat will be required on hot bituminous base courses before placing the surface course. B. Method of Application 1. Tack coat shall be applied with a pressure distributor except that, on small jobs, if approved by Engineer, application may be by other mechanical devices or by hand methods. The bituminous material shall be heated to a suitable temperature as designated by the Engineer and shall be applied in a thin, uniform layer. C. Rate of Application: Rate of application shall be between 0.02 and 0.08 gallon per square yard. For tack coat applied on concrete pavement, which is to be surfaced, the rate of application may exceed the upper limit, if directed by Engineer. D. Curing and time of Application: Tack coat shall be applied sufficiently in advance of the laying of the bituminous mix to permit drying, but shall not be applied so far in advance that it might lose its adhesiveness as a result of being covered with dust or other foreign material. E. Protection: Tack coat surface shall be kept free from traffic. ASPHALT PLANT A. The plant and methods of operation for preparing all plant-mixed hot bituminous mixtures for base and surface courses shall meet the requirements of FDOTSPEC Section 320. CONSTRUCTION EQUIPMENT A. The equipment to be used in the construction of the asphalt pavements and bases shall meet the requirements of FDOTSPEC Section 320. S '2fJ08\080I04 00.01} l.e1y !\olanor Canal\OO]4I3idding I'ha,e Servlccs'274IAS?Hf'AV DOC 9 Lely Manor Canal West Outfall 3.12 3.13 3.14 RWA,lnc Project No. 080104.00.00 GENERAL ASPHALT PA VMENT CONSTRUCTION REQUIREMENTS A. The general procedures for plant hot-mixed bituminous pavements and shall meet the requirements of FDOTSPEC Section 330. B. The placement of asphalt base courses shall meet the requirements ofFDOTSPEC Section 280. ASPHALT JOINTS A. Construct joints to ensure a continuous bond between adjoining paving sections. Construct joints free of depressions with same texture and smoothness as other sections of hot-mix asphalt course. I. Clean contact surfaces and apply tack coat to joints. 2. Offset longitudinal joints, in successive courses, a mmlmum of 6-inches. Offset transverse joints, in successive courses, a minimum of 24-inches. 3. Construct transverse joints as required in FDOT Sections 932 and 320 4. Compact joints as soon as hot-mix asphalt will bear roller weight without excessive displacement. B. Sweep and clean surface to eliminate loose material and dust. QUALITY CONTROL A. Owner shall select and pay the Engineering Testing Laboratory for required testing in work perfonned under this Section. Should retesting be required because of failure to pass, Contractor shall pay for additional testing required until specification requirements are attained. Contractor shall either promptly reimburse the Owner for said costs or shall have the amount deducted from the next month's pay request and all subsequent pay requests. In such case the Owner shall promptly pay the Engineering Laboratory for all testing costs. Contractor is herein required to schedule and make test arrangements with the Test Laboratory for making the required tests. Test patterns and trequency will be at the direction of the Engineer. Frequency of tests shown below shall be considered a minimum. I. Subgrade - Bearing: One Limerock Bearing Value (LBR) test for each 0-5000 square yards of subgrade plus one test for each additional 5000 square yards or fraction thereof, plus one BR for each change of material. One subgrade in place density determination for each 0-1000 square yards of base and one test for each additional 1000 square yards or fraction thereof. 2. Base Course: One Limerock Base Course in place density for each 0-1000 square yards of base plus one test for each additional 1000 square yards or fraction thereof. PART 4 - MEASUREMENTS AND METHODS OF PAYMENT S\2UOg\080104.0fJ 00 Lely Manor Canul\0014 Bidding Phas" Services'274]ASPI-lPAV DOC 10 Lely Manor Canal West Outlall 4.1 4.2 RWA,lnc Project No 080104.00.00 METHOD OF MEASUREMENT A. Quantities to be paid for under this Section shall be in square yards, of stabilized Subgrade, crushed limerock base, asphaltic base and Asphaltic Concrete, completed and accepted. B. In determining the area of base to be paid for, length to be used in the calculation shall be the actual length measured along the surface of the completed base. Width shall be the actual width of base constructed within lines shown on the Plans, not to exceed the width called for on the Plans. C. In determining the area of stabilized subgrade to be paid for, length to be used in the calculation shall be the actual length measured along the surface of the completed base. Width shall be actual width of stabilized subgrade that does not exceed the width called for on the Plans. BASIS OF PA YMENT A. Payment shall be made on a unit price basis in accordance with the accepted contract. Owner reserves the right to add or deduct from the Work. Such additions or deductions will be made at the established unit prices. Said additions or deductions shall not exceed twenty-five percent (25%) of the base bid without consideration of an adjustment in the unit price. I. Compacted Base: The quantity of base, determined as provided above, shall be paid for at the contract unit price per square yard for this item. Such price and payment shall be full compensation for furnishing, hauling, spreading, compacting, and surface finishing the limerock material; furnishing and placing asphaltic prime coat materials on the road, removing same, if necessary, and incidental items shown on the Plans, all performed in a workmanlike manner in accordance with the Plans and Specifications. No separate payment shall be made for bituminous material, sand or earth applied as a curing agent. 2. Stabilized Subgrade: The quantity of stabilized subgrade determined as provided above, shall be paid for at the contract unit price per square yard for this item. Such price and payment shall be full compensation for furnishing, hauling, spreading, mixing, compacting, and finishing the subgrade material, and incidental items shown on the Plans, all performed in a workmanlike manner in accordance with the Plans and Specifications. 3. Asphaltic Concrete: Payment for all work specified shall constitute full compensation for all work described herein. The cost of prime or tack coats and bituminous materials shall not be paid for separately, but shall be included in the contract unit price for the Iimerock or asphalt base, or the asphalt surface specified. Payment for asphalt base, surface, or friction courses shall be for actual quantities constructed in accordance with the plans and specifications measurcd in square yards or tons as established in the contract document 4. Owner reserves the right to add to or deduct lfom the scope of the work, and such additions or deductions will be made at the established unit prices. Said additions or deductions shall not exceed 25% of the base bid of the successful Bidder or Bidders without consideration of an adjustment in the unit price. END OF SECTION 02741 S',2fJ08\0~0]04.00 00 Lcly Manor C'anal\fJO]4 Bidding Phase Servi~e,'274] ASP/IPAV DOC II Lcly Manor Canal West Outfall RWA, Inc. Project No. 08010400.00 SECTION 02800 SODDING, SEEDING, SOD, AND MULCHING PART 1- GENERAL 1.1 SUMMARY A. Secfion Includes: Work required for B. Related Work Specified In Other Secfions Includes: 1.2 DESCRIPTION A. Establish a stand of grass wifhin the specified areas, by furnishing and placing sod, and rolling, fertilizing, watering, and maintaining the sodded areas to ensure a healthy stand of grass. B. Establish a stand of grass on slopes, shoulders and specified other areas, by seeding or by seeing and mulching. Perform seeding and mulching, fertilizing, and wildflower seed application as required, and maintain the grassed areas until the completion offhe project. C. The Engineer may eliminate, at his discretion, any of the ifems of work covered by this Section. PART 2 - PRODUCTS 2.1 MATERIALS A. Meet the following requirements: 1. Sod....................................Section 981-2 ~ FDOTSPEC 2. Fertilizer, Type I... .................Section 982 - FDOTSPEC 3. Water.............. ...................Secfion 982 - FDOTSPEC 4. Grass Seed...........................Section 981-1 ~ FDOTSPEC 5. Wildflower Seed.... .................Section 981-1 ~ FDOTSPEC 6. Mulch.............................. ...Section 981-3 - FDOTSPEC 7. Water................................ ..Section 983 8. Compost............................. .Section 987 B. Prior to planting, furnish the Engineer a certification from the grower stating the age of all seed. Lely Manor Canal West Outfall RWA, Inc, ProJect No 080104,0000 2.2 CONSTRUCTION METHODS A. General: 1. Do nof seed or mulch when wind velocities exceed 15 mph. Sow seed only when the soil is moist. Do not perform any seeding when the ground is frozen, unduly wet or ofherwise not in a tillable condition. 2. Whenever a suitable length of roadway slopes or adjacenf areas has been graded, prepare the area and perform grassing in accordance with the Contract Documents. Incorporate grassing into the project af the earliest practical time. 3. Complete all grassing on shoulder areas prior to the placement of the friction course on adjacent pavement, unless the friction course is to be placed directly on a non-asphalt base. B. Sequence of Operations: I. Perform the operations in the following sequence: Apply finish soil layer materials in accordance wifh Section 162, prepare the area to be seeded, seed, spread and cut-in mulch and fertilize. 2. In preparing the ground for sowing of seeds, disk-harrow and thoroughly pulverize the soil fo an average depth of 6 inches. Make the soil true to grade, nof compacted and free of large clods, roots and other material which will interfere with the work or subsequenf mowing and maintenance operations. Do not begin subsequent operations until fhe Engineer has approved fhe condition of the prepared areas. C. Placing Sod: I. Place sod immediately after ground preparafion. Do not use sod which has been cuf for more than 72 hours. Stack all sod that is not planted wifhin 24 hours after cutting and maintain proper moist condifions. 2. Do not sod when weather and soil conditions are unsuitable for proper results. Pre-wef the area prior to placing sod. Do not place sod on eroded or washed out sites. 3. Place the sod on the prepared surface, with edges in close contact, and embed it firmly and smoothly by light tamping with appropriate tools. 4. Place the sod fo the edge of all the paving and shrub areas and I inch below adjoining pavement wifh an even surface and edge. Place rolled sod parallel with the roadway and cut any exposed netting even with fhe sod edge. 5. Roll using a lightweight turf roller. Provide a true and even surface without any displacement of the sod or deformation. 6. Where sodding in drainage ditches, stagger the setting of the sod pieces to avoid a confinuous seam along the line of flow. Ensure that the offsets of individual strips do not exceed 6 inches. Tamp the outer pieces of sod fo produce a featheredge effect. Lely Manor Canal West Outfall RWA, Jnc I-'roJcctNo. 080104.00.00 7. Peg sod at locations where the sod may slide. Drive pegs through sod blocks into firm earth, at intervals approved by the Engineer. 8. Remove any sod as directed by the Engineer. D. Seeding: ]. While fhe soil is still loose, scatter the seed uniformly over the grassing area and immediately mix if into the seed bed fo a depth of 114 inch using the specified seed. 2. Thoroughly dry-mix the separate fypes of seed immediately before sowing. Do not use wet seed. 3. The Engineer will allow the wildflower seed to be included in fhe grassing operation or performed separafely from the grass seeding operation in areas shown in the plans. 4. Ensure fhat the wildflower seed is uniformly planfed by drilling or placing the seed info the soil af an average depth of 1/8 inch, but not exceeding 1/4 inch into the designated area at the specified rate. E. Mulching: ]. When areas require mulch, as shown on the plans, apply approximately 2 inches, loose thickness, of the mulch material uniformly over the seeded area, and cut the mulch material into the soil to produce a loose mulched thickness of 3 to 4 inches. Do not use harrows. The Contracfor may use compost meeting the requirements of Section 987 in lieu of mulch. 2. When mulching on steep slopes, where fhe use of a machine for the cutting-in process is not practicable, secure the mulch after the seeding operafion by either using an erosion confrol fabric, or: spread a string net over fhe mulch using stakes driven flush wifh the top offhe mulch at 6 foot cenfers and string parallel and perpendicular with diagonals in both directions. F. Rolling: 1. Immediately after seeding, roll the entire grassed or mulched area wifh a cultipacker, traffic roller or a horticultural roller. Make at least two passes over the entire area. G. Watering; l. Thoroughly water the sod immediately after placing. Do not water in excess of I inch per week for establishment. Provide a vehicle for applying water to the grassed areas equipped with either a calibrated tank or an approved metering device installed at such point on the vehicle to measure the water at time of application. Do not water newly seeded areas to force fhe seed germination. Do not apply more than I inch of wafer per 2. Lely Manor Canal West Outfall RWA,lnc Project No. 08010400.00 week for sustaining the grass growth. Use water only on vegetated areas when permitted by the Engineer. H. Fertilizing: I. Spread the fertilizer over the grassed area four to five weeks after the grass seed germinates in one or more applications as specified below: I. Spread an initial application of 265 Ibs/acre of 16-4-8. II. If the project has not reached final acceptance in accordance with Article 5-11, spread subsequent applications of 135 lbs/acre of 16-4-8 approximately 60 calendar days after the initial applicafion withouf mixing info fhe soil. Ill. The Contractor may spread the fertilizer by hand on sfeep slopes or other areas where machine-spreading may not be pracficable. I. Maintenance: I. Maintain the sodded areas in a satisfactory condition until tinal acceptance of the project. Include in such maintenance the filling, leveling, and repairing of any washed or eroded areas, as may be necessary. 2. Mow the sodded areas to a height of 6 inches when compefing vegetafion height exceeds 20 inches in height. 3. Monitor placed sod for growth of pest plants and noxious weeds. Ifpesf plants and/or noxious weeds manifest themselves within 30 days of placement of the sod, treat affected areas by means acceptable to the Owner at no expense fo the Owner. If pest plants and/or noxious weeds manifest themselves after 30 days from date of placement of sod, the Engineer, at his sole opfion, will defermine if treatment is required and whether or not the Confractor will be compensated for such treatment. If compensation is provided, payment will be made as unforeseeable work as described in 4-4. 4. Mainfain fhe planted areas as an acceptable sfand of grass until final acceptance of the project at no expense to the Department. Include in such maintenance fhe filling, leveling and repairing of any washed or eroded areas, as may be necessary. 5. An acceptable stand of grass is defined as a I by I foot area confaining a minimum of 16 live, viable, healthy wildflower and/or grass seedlings. 6. The Department will pay for replanting, as necessary, due to factors determined to be beyond control of the Contractor. 7. Mow the planted grass areas to a height of 6 inches when competing vegetation height exceeds 20 inches in height. Do not mow wildflower areas until at least three weeks after fhe peak of the bloom period and do not mow lower than 6 inches. Do not use selective herbicides in wildflower areas. 2.3 METHOD OF MEASUREMENT A. The quantities to be paid for will be fore the following items, completed and accepted: Lely Manor Canal West Outfall RWA, Inc. Project No. 080104.00.00 I. The area, in square yards, of sodding. 2. The weight, in tons, offertilizer. 3. The volume, in thousand gallons, of water. 4. The area, in acres, of mowing. 5. The area, in square feet, of seeding. 6. The area, in square feet, of seeding and mulching. 7. The weight, in pounds, of grass seed. 8. The weight, in tons, of mulch material. 9. The weight, in tons, offertilizer. 10. The volume, in thousand gallons, of water. II. The weight, in pounds, of wildflower seed. 12. The area, in acres, of mowing. B. Area Quantities: 1. For the quantities paid for on a square foot basis, no deductions will be made for the areas occupied by turnouts in rural sections. C. Seed: 1. The quantity of grass or wildflower seed will be determined from packaged weights or by other appropriate methods. D. Mulch Material I. The quantity will be defermined by weighing on truck scales, or by other appropriate mefhods. The Confractor shall advise the Engineer of the time and place of such weighing. Weighing will be done in the general vicinity of the project. PART 3 - BASIS OF PAYMENT 3.1 GENERAL A. Prices and paymenfs will be full compensation for all work and materials specified in this Section, and the satisfactory disposal of excavated material, excepf the furnishing of the fertilizer, and the furnishing and application of the water. B. Fertilizer and water will be paid for as specified. C. Payment will be made under: I. Item No. 104-4 - Mowing - per acre. 2. Item No. 570-5 - Fertilizer - per ton. 3. Item No. 570-9 - Water for Grassing - per thousand gallons. 4. Item No. 575-1 - Sodding - per square yard. Lely Manor Canal West Outfall RWA, Inc. Project No. 080104.00.00 3.2 SEEDING A. When mulching is not specified, price and payment will be full compensation for all work and materials not specifically included in the items of separate payment shown below. The item of Seeding will include specifically all preparafions of the ground, fhe application of the seed, the rolling, tilling or of her specified work. 3.3 SEEDING AND MULCHING A. When mulching is specified, price and payment will be full compensafion for everything specified in 570-6.2 and, in addition, will include fhe cost of applying, cutting-in, rolling, and anchoring, where required, of the mulch material, buf will not include fhe furnishing of fhe mulch material. 3.4 SEED A. Price and payment for Grass Seed (Permanent Type) and, Grass Seed (Quick-Growing Type) will be full compensation for the furnishing of the seed, at the sife of its use. Price and payment for Wildflower Seed will include furnishing, applying, and mixing the seed into the seed bed. 3.5 MULCH MATERIAL A. General: I. Price and payment will be full compensation for the furnishing and spreading of the mulch material, at fhe sife of its use. B. Water: I. The quantity of water, ordered at the specific time of ifs being applied and which is actually used, determined by the specific metering device or by calib rated tank, will be paid for at the Contracf price per thousand gallons of Water for Grassing. Such quantity will include all water authorized by the Engineer, which is used until the time of acceptance of the work. 3.6 PA YMENT ITEMS A. Paymenf will be made under: I. Item No. 104-4 - Mowing - per acre. 2. Item No. 570-1 - Seeding - per square yard. 3. Item No. 570-2 - Seeding and Mulching - per square yard. 4. Item No. 570-3 - Grass Seed (Permanenf Type) - per pound. 5. Item No. 570-4 - Mulch Maferial- per ton. Lely Manor Canal West Outfall RWA,Inc Project No. 080104.00.00 6. Item No. 570-5 - Fertilizer - per ton. 7. Item No. 570-9 - Water for Grassing - per thousand gallons. 8. Item No. 570-10 - Grass Seed (Quick-Growing Type) - per pound. 9. Item No. 570-12 - Wildflower Seed - per pound. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING SERVICES REPORT LEL Y MANOR OUTFALL WEST Collier County, Florida Allied Project No. 48-6681 Prepared for: Mr. R Shane Cox, P.E, Senior Project Manager Storm Water ............. Depa. b.._nt 2885 South Horseshoe Drive Naples, Florida 34104 December 30, 2008 /\LLIED ENGINEERING & TESTING, INC. 5850 Corporation Circle, Fort 1\I)eIS, FL 33905 239.B4.6833 1239.334.6614 Fax I I I I I I I I I I I I I I I I I I I i\\ 'Ii <;I December 30, 2008 Mr. R Shane Cox, P.E Senior Project Manager Storm Water Management Department 2885 Horseshoe Drive Naples, Florida 34104 239-252-5792 239-659-5790 Fax SUBJECT: Geotechnical Engineering Services Lely Manor Outfall West, Collier County, Florida Allied Project Number 48-6681 Dear Mr. Cox: Allied Engineering and Testing, Inc. is pleased to submit this report for the geotechnical engineering services for the above referenced project. The scope of our services was outlined in our proposal No. 08-2138R2 dated October 8,2008. The following report presents the project information made available to us, our observations of the existing site conditions, the subsurface geotechnical information obtained during our exploration, and our recommendations for geotechnical design parameters. Also included with this report is a boring location plan and the results of our field and laboratory testing. The assessment of the site environmental conditions for the presence of pollutants in the soil, rock, and ground water at this site was not included as part of our services. We appreciate the opportunity to be of service to you. If you have any questions regarding the information contained in this report or if we may be of further service to you do not hesitate to reach us. Sincerely; ALLIED E~GINEERING & TESTING, INC. ~!/ 1/, t: /. If I -. /':,....r/ s~rsana R Chilakala Staff Engineer ~ Paul J. D'~ PE Florida Registration No. 59716 Copies Submitted: 3) Addressee I I I I I I I I I I I I I I I I I I I Lely Manor Outfall West CL: Storm Water Management Department Allied Project No. 48-6681 December 30, 2008 TABLE OF CONTENTS INTRODUCTION. ................................................ Page 1 PROJECT INFORMATION ..... ......... Page 1 SUBSURFACE EXPLORATION ..... .. Page 1 LABORATORY TESTS ........... Gradation Tests ............... ..... Page 1 ............. Page 2 SUBSURFACE GEOTECHNICAL CONDITIONS .. Page 2 GEOTECHNICAL EVALUATION ......................... ............... Suitability of soils as Construction Fill .............................. ... Page 3 ... Page 3 FOUNDATION RECOMMENDATIONS ...................................... ......................... Spread Foundation.. ................. ............. ................................................ Sheet Pile Weir .................................................................... ................ Page 4 Page 4 ... Page 4 BASIS FOR EVALUATION AND RECOMMENDATIONS. .................... Page 4 Figure 1 - Soil Vicinity Map Figure 2 - Soil Boring Location Plan Figures 3 through 4 - Soil Boring Profiles Table 1 - Summary of Laboratory Test Results APPENDIX A Soil Test Boring Procedures Classification and Symbols APPENDIX B Gradation Tests J :\Gcotechn,,:al Engineenng\Geo ProjC4.1\2008 RepQrt'M8 _ 6681 ... Lely Manor CanaJl4&-6681.. Rqxx1.v.p:t I I I I I I I I I I I I I I I I I I I Lely Manor Oulfall West CL: Storm Water Management Department Allied Project No. 48-6681 December 30, 2008 INTRODUCTION Collier County Department of Storm Water Management retained Allied Engineering & Testing. Inc. (Allied) to perform a geotechnical engineering evaluation for Lely Canal flow ways including proposed Weir Structures on flow way. The project is located in Collier County, Florida. Refer to Figure 1 for a site vicinity map. The purpose of the study is to evaluate subsurface soil and groundwater conditions and to develop geotechnical related design criteria and recommendations for the weir structure foundations and site preparation including the evaluation of the suitability of the excavated soils for filling and compaction. The results of this study are presented in this report. PROJECT INFORMATION Based on the information provided by the Collier County Storm Water Management Department and the surveyor drawings, the proposed flow way canal are approximately 3,700 feet long, One (1) weir structure is proposed between station points 2 and 3 Boring Location B-1 on Lely Lane flow way. SUBSURFACE EXPLORATION The subsurface conditions were explored by drilling four (4) Standard Penetration Test (SPT) and four (4) Hand Auger borings, The SPT borings were drilled along the center line of the canal berm. The borings extended to depths of about 16 feetlo 24 feelfrom the actual ground level. The Hand Auger Borings were drilled to a depth of about 5 feet to 6 feet. The soil borings were performed in general accordance with the procedures described in the Appendix A. The number, depths. and locations of the borings were designated by Collier County Department of Storm Water Management. The Boring Location Plan (Figure 2) illustrates the approximate location of the borings. The borings were drilled in December, 2008, The subsurface conditions encountered at the test boring locations are illustrated on the Soil Profiles (Figure 3 through 4), The test boring profiles represent our interpretation of the soil conditions encountered based on the driller's field logs and visual examination of the soil samples obtained in the laboratory by a geotechnical engineer. The stratification lines representing the interface between various changes in soil conditions / types are approximate. The actual transition between strata may be gradual. LABORATORY TESTS The laboratory tests were conducted in general accordance with ASTM specifications. The laboratory test results are summarized on Table 1, The ASTM method number for each test and the number of tests completed are presented in the fOllowing table. J:\Gootechnical EnginccringlGco Projcct12UD8 RcpOOs\486681 J.dy Manor Canal\48-66&1 ... Report_wpd Page 1 I I I I I I I I I I I I I I I I I I I Lely Manor Outfall West CL: Storm Water Management Department Allied Project No. 48-6681 December 30, 2008 Test Description Number of Test ASTM Test Method .- .. -- Soil Classification 48 0-2487 and 0-2488 ---~--_. -~~_._._--- Gradation Analysis 3 0-422 - Percent Passino No. 200 Sieve 3 0-422 and 0-1140 Gradation Tests A total of three (3) gradation tests and three (3) percent passing the No. 200 sieve size tests were performed on samples obtained during the field exploration program. Material passing the No. 200 sieve is considered "fines" and will be either silf or clay. The percent passing the No. 200 sieve ranged from 19.5 percent to 25.1 percent. The particle size distribution curves are presented in the Appendix 8 and the test results are summarized on Table 1. SUBSURFACE GEOTECHNICAL CONDITIONS The subsurface soils have been grouped into 6 strata. General descriptions and depths at which these soils were encountered are presented on the Soil Profiles. Strata 1 Soils consists various shades of brown and gray clean fine SAND (SP) with traces of roots and gravel. These sands are very loose to loose based on the SPT N -Values. They are encountered from existing ground level to a depth of 8 feet in boring 8 -1, from existing ground level to 2 feet in 8 -2, from existing ground level to 4 feet and again from 12 feet to 16 feet in B-3, from existing ground level to 2 feet in 8 - 4, from existing ground level to entire drilled depths in hand auger borings HA -1 to HA - 4. Strata 2 Soils consists shades of gray lightly cemented to well cemented coarse SANDS (SP- Cemented) with trace of gravel and shell. These sands are very loose to very dense based on the SPT N -Values. They are encountered from about 10 feet to 14 feet and again from about 16 feet to 18 feet in 8 -1, from about 4 feet to 8 feet in 8 -3 from existing ground level. Strata 3 Soils consists shades of gray weathered LIMESTONE (WLS) weathered to fine silt, sand and gravel, trace of shell. These soils are very loose to very dense based on the SPT N -Values. They are encountered from about 8 feet to 10 feet, again from about 14 feet to 16 feet and from 18 feet to 24 feet in 8 -1, from about 6 feet to 16 feet in 8 -2, from about 10 feet to 12 feet in 8-3, from about 4 feet to 16 feet in 8-4 from existing ground level. Strata 4 Soils consists of gray slightly clayey SAND (SP-SC). These sands are very loose based on the SPT N -Values. They are encountered from about 2 feet to 4 feet in 8 -2, from existing ground level. Strata 5 Soils consists shades of gray and brown very silty SAND (SM). These sands are very loose to medium dense based on the SPT N -Values. They are encountered from about 4.5 feet to 6 feet in 8 -2, from about 8 feetto 10 feet in B-3, from about 2 feetto 4 feet in 8 - 4 from existing ground level. J:\Ge-otcchnkal Engiru..->cring\(Jeo Project\2008 Reports\48 ,,6681 "Lely Manor CanaJ\48-66S 1 Report wpd Page 2 I I I I I I I I I I I I I I I I I I I Lely Manor Outfall West CL: Storm Waler Management Department Allied Project No, 48-6681 December 30, 2008 Strata 6 consists of a gray LIMESTONE (LS) layer, encountered at about 4 feet to 4.5 feet in B - 2, this rock layer is moderately hard based on SPT N-Values. Groundwater was encountered in all the borings at the time of drilling, the depth ranging between 4 to 5 feet below the ground surface. Fluctuation in the groundwater level may occur due to rainfall patterns, seasonal temperature variations, and construction activities. The soil layers containing a high silt or clay content that could be considered as confining layers were not encountered in our investigation program. GEOTECHNICAL EVALUATION The geotechnical evaluations for the proposed construction site are based on the subsurface soil and groundwater conditions encountered during this study, the project information made available, our site obselVations, and our experience in the vicinity. The test data has been evaluated using established correlations between geotechnical parameters and N-values similar with those recorded at this site, laboratory test results and the obselVed performance of similar soil types. Suitability of soils as construction fill The near surface sandy soils, Strata 1 through 5, may be excavated with normal heavy earthmoving equipment such as large hydraulic backhoes. It is possible that excavation of hard limestone layers (stratum 6) may require blasting or trenching, if thicker than 3 feet layers ael be encountered during excavating. The strata 1, 2, and 4 soils are suitable for use as embankment and structural fill material. Roots and other organic material encountered during site development and excavation should be removed from proposed fill material. The soils extend below the water table and should be allowed to dry prior to placement and compaction. This can be accomplished by stockpiling the material and allowing it to drain, or by spreading it in relatively thin lifts on the surface to be filled, and allowing it to dry prior to compaction. The strata 3 very silty, sandy and gravelly weathered Limestone layers (WLS) are not suitable for backfill or structural fill. This strata of soils may be washed or screened to improve suitability. The strata 5 materials consists of high percentage of silt and clay fines. The material with higher percentage of fines may be readily mixed with the cleaner sands to improve the workability of the soils. The limestone layers (Stratum 6) were encountered in only one of the boring. The depth of these limestone layers are between 4 feet to 4.5 feet depth from the existing ground level with the thickness varying from about 0.5 feet. Trenching and blasting may not be required. Typically rock in this area consists of moderately hard "caprock". This rock is typically found as large fractured boulders. Based on previous experience with projects in this area, it is our opinion that this rock may be excavated with large track hoes. However, the larger boulders may be too heavy for small track hoes, backhoes or drag lines. J:\[h::oiCl.-1mical Engincering\Goo Proj<<.'t\2008 Reports\48__6681__ uly Manor Canal\48-6681 ~ Report wpd Page 3 I I I I I I I I I I I I I I I I I I I Lely Manor Outfall West CL: Storm Water Management Department Allied Project No. 48-6681 December 30, 2008 FOUNDATION RECOMMENDATIONS Based on the information provided by Collier County Storm water Management Department, One weir will be constructed at the boring location B-1, the weir would be either the conventional concrete weir with spread footings or by driving a steel sheet pile wall with or with out a reinforced concrete cap will be placed on the top of the sheet pile wall. Spread Foundation The recommendations included here are based on the information available now, since the weir design information like the difference in water levels on either side of the weir or the weir top level and weir section details are not available. Our recommendations are based the soil profile at the proposed weir location. The loose sand supporting the weir structure may settle and allow negligible loads to be applied on these soil layers. In order to provide the spread foundation for the weir structure, we recommend the soils below the foundation level to be completely compacted to a density of at least 95% of the Modified Proctor Dry Density (ASTM 0-1557) to a minimum depth of 6 feet below the existing ground level. The spread foundation system may be designed for the proposed structures, after the site has been prepared as discussed above, with a maximum allowable bearing capacity of 1500 PSF. Sheet Pile Weir The sheet pile walls need to be driven to depths sufficient to resist the lateral pressure imposed by the differential water depths. The piles should also be driven deep enough to reduce the potential for piping ofthe near-surface soils caused by the upward seepage forces. Based on the foundation requirements for the similar projects and the soil profiles obtained in boring B -1, the piles should be driven to depths of at least 20 feet below the proposed respective canal bottom levels to resist the lateral pressure and minimize the risk of piping. The sheet pile wall should extend a minimum of 10 feet into the canal banks. The exact sheet pile wall weir design parameters could be derived only after knowing the actual weir and water levels in the canal both upstream and down stream. The retaining walls for the case of a vertical wall and a horizontal soil surface should be designed for an active pressure coefficient K.and passive pressure coefficient 1(". Walls that are restrained from movement should be designed assuming an "at-rest" coefficient of lateral earth pressure, 1(". A triangular stress distribution should be assumed. The estimated values of pressure coefficients are presented in the table below. J;\Geoteclmical EngineeringiGco Projcct'-2008 Rcports\486681 Le-Iy M3t1Of'CanaI\48-6681.Reportwpd Page 4 I I I I I I I I I I I I I I I I I I I Lely Manor Outfall West CL: Storm Water Management Department Allied Project No. 48-6681 December 30, 2008 Moist Unit Internal Coefficient of Earth Pressure Weir at Elevation Weight Cohesion Friction Boring No. (feet) (pst) Angle (pct) (0) K" K. K. -- ~----~-~- .. .~ ---~--------- u -~---- -- 0-11 105 0 29 0.50 0~347 2.88 -- --~'--'"-- B-1 11-18 110 0 30 0.50 0.333 3~00 18-24 115 0 32 0.45 0.307 3.25 Please note that no rock was encountered in boring (B -1) the weir location, however additional borings may be required across the canal at the weir location to confirm the same. BASIS FOR EVALUATION AND RECOMMENDATIONS The evaluation and recommendations of this report are based on the information provided and the soil conditions encountered at the specific boring locations. These recommendations apply only to the specific project and site. If there are any changes to the project information discussed in this report we should be contacted to review the changes and modify our recommendations, if necessary ~ The construction procedures and geotechnical conditions encountered should be observed by experienced geotechnical personnel. This is necessary since the conditions encountered in the soil borings performed forthis study could change between the borings and the conditions may not be the same as those anticipated by the designers or contractors. Additionally, the soils could be altered by the construction process. If changes in the soil conditions are encountered or if the procedures are not adequate, this information should be reported to the design team so that timely recommendations can be prepared to solve the problem. Based on Allied Engineering & T estings' familiarity with the project, the subsurface geotechnical conditions, and the intent of the recommendations, we recommend the owner retain our firm to provide the necessary site observations and testing. We wish to remind you that our exploration services include storing collected samples and making them available for inspection of 60 days after submittal of our report. The samples are then discarded unless you request otherwise. );\GeQwchnical Engincering\Uoo Proj~\200g Report...\48._ 6681__I.dy Manol' Canal\4&-6681... 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"< '" ... ~ - '" - ~ - ..... <0 ,..: CO N N '" N - - (f) I I 'I " ' ........'d ", "L<! :: 'I" , ' I I I I I I I I I I I I I I I I I I I Lely Manor Outfall West CL: Storm Water Management Department Allied Project No. 48-6681 December 30, 2008 SOIL TEST BORING PROCEDURES The soil test borings for this geotechnical study were performed in general accordance with ASTM D-1586 standard specifications. In the Standard Penetration Test a 1.4 inch I.D., 2.0 inch 0.0., split barrel sampler is driven into the soil at the test depth with a 14o.-pound hammer falling 30 inches. Oependenf upon the soil conditions encountered, the boring is advanced by rotary drilling procedures or continuous sampling. With either method the borehole is stabilized with a viscous bentonite drilling fluid. The number of blows necessary to drive the hammer 18 inches or until 50 blows results in less than 6 inches of penetration is designated as the Standard Penetration Test. The number of blows for each 6 inches of penetration is recorded. The first 6 inches of penetration is considered to be a seating drive and the remaining 12 inches is the Standard Penetration Resistance Test Value (N-Value). Upon completion of the penetration test, the sample retrieved from the split barrel sampler is classified in the field by the driller and a representative portion is placed in a sealed glass jar. The samples are then transported to the laboratory for visual classification by a geotechnical engineer and further laboratory testing, if necessary. HAND AUGER SOIL TEST BORING PROCEDURES The Auger borings (AB) were advanced with a 4-inch diameter continuous flight auger. The borings were advanced by slowly twisting the auger into the soils. The auger is then pulled up vertically to expose the soil strata along the auger flights. Samples were then removed and classified by an engineering technician. The field log was prepared by the technician. Representative samples of each soil stratum were returned to the laboratory for further classification by the geotechnical engineer and laboratory testing. J :\(1cotQ..imical t.:ng1neering\Goo Proj~1\200R Reports\48 _^6681....I..ely Manor Canah48-6681.,..R..>port. wpd I I I I I I I I I I I I I I I I I I I I Lely Manor Outfall West CL: Storm Water Management Department Allied Project No. 48-6681 December 30, 2008 SOIL CLASSIFICATION CLASSIFICATION N- VALUE - STANDARD PENETRA nON RESISTANCE TEST VALUEs., BLOWS PER FOOT CORRELATION OF N- VALUES WITHRELATlVEDENS/TY AND CONSISTENCY CORRELA nON OF N- VALUES WITH HARDNESS DESC'RIPTION COHESION LESS SOILS SILTS AND CLAYS RELATIVE N-VALUE DENSITY N-VALUE CONSISTENCY N-VALUE 0-4 VERY LOOSE 0-2 VERY SOFT 0-19 5-10 LOOSE 3-4 SOFT 20-49 11-30 MEDIUM 5-8 FIRM 50-100 DENSE 9-15 STIFF 50 for 2 to 5 incbes 31-50 DENSE 16-30 VERY STIFF over 50 VERY DENSE 31-50 HARD 50 for 0 to 2 incbes over 50 VERY HARD MODIFIERS APPROXIMATE FINES CONTENTS MODIFIERS APPROXIMATE SANDI GRAVEL CONTENT 5% - 15% slil!btly silty sligbtly dayey 5-15% 15% - 25% witb silt witb day 15% - 25% 25 - 49% 25% - 49% silty. davev J:\C'JeOtcdmical Enginecring\Geo IT<1ed\2008 Reports\4SJJ681J.ely Maoor-Canal\48.(,681.. Rqx:rtwpd LIMESTONE RELATIVE DENSITY VERY SOFT SOFT MEDIUM HARD MODERATELY HARD HARD MODIFIERS slil!btlv sand v slil!btIv gravely with sand with gravel sandy. gravelly . . "', . . .. I . "1 ":,:: ": .. '<:, '<>' '':i'" , I . :1 '".' .., ... I I I I I I I I I I I I I I I I I I I u.s. SIEVE OPENING IN INCHES U.S, SIEVE NUMBERS 6 4 3 21.5 13/4 112318 3 4 6 a10 14162030405060 100140200 HYDROMETER I I I II I I I I I - 1\ --- \ .- \ - \ \ \ - -- 1\ --- " -- 100 95 90 80 80 75 70 65 l- I !280 ~ >- 55 "' 0:: w 50 z u: I- 45 z w ~ 40 w a. 35 30 25 20 15 10 5 o 100 10 0.01 0.001 0.1 GRAIN SIZE IN MILLIMETERS COBBLES I coars~iVELfi=-l~ me<li~::r_fine Specimen Identification Classification LL . B-1 5-11 20'-22' eathered LIMESTONE, weathem to fin. silt, sand and gravel (WLS SILT OR CLAY PI Cc Cu PL ~ ~ .. ~ Specimen Identification z ". B-1 5-11 20'-22' ~ " z w o w ::; ~ < 030 0.183 %Gravel %Sand 0.0 64.8 %Silt %Clay 23.0 010 D100 4.75 060 1.217 , ~ " ~A !:IE z gT ~ => GRAIN SIZE DISTRIBUTION Client: Collier County Stormwater Management Oept. Project: Lely Manor Outfall West Location: Collier County, Florida J b 0.: 48 1 Allied Engineering & Testing, Inc. 5850 Corporation Circle Fort Myers, Florida 33905 239-334-6833 . FAX 239-690-1582 I I I I I I I I I I I I I I I I I I I , -- u.s. StEVE OPENING IN INCHES 6 4 3 2 15 1 3f4 1123/8 3 4 6 u.s. SIEVE NUMBERS a10 14162030405060100140200 HYDROMETER I I I I I I I I I --- - \ 1'\ \ ~ -- -- " -- -- 100 95 90 85 80 75 70 .. 65 :I: <;2 60 ;g >- 55 '" 0: ~50 IT: .. 45 z w ~ 40 w n. 35 30 25 20 15 10 5 o 100 10 01 0.01 0.001 GRAIN SIZE IN MtLLlMETERS COBBLES fine SILT OR CLAY Specimen Identification Classification LL . B-2 S~ 10'-12' oatheAld LIMESTONE, weathentd to fine silt, sand and gravel (WLS PL PI Cc Cu ~ .. c ~ Specimen Identification z :;;. B-2 S~ 10'-12' w .. " z w c w ~ 0100 4.75 060 1.911 030 0.17 D10 %Gravel %Sand 0.0 48.6 %Silt %Clay 25.1 ~ .. " !A ~E z ~T 00 " Allied Engineering & Testing, Inc. 5850 Corporation Circle Fort Myers, Florida 33905 239-334-6833 . FAX 239-690-1582 GRAIN SIZE DISTRIBUTION Client: Collier County Stormwater Management Oept. Project: Lely Manor Outfall West Location: Collier County, Florida J No: 48 8 I I I I I I I I I I I I I I I I I I I 5 g Specimen Identification ~. B-3 S-S 8'-10' w >- " z w " w ~ ~ ~ " !A ~E ~T w " U.S. SIEVE OPENING IN INCHES 6 4 3 2 1 5 1 3/4 1/2318 3 .. 6 U.s. SIEVE NUMBERS 8'0 14'6 20 30 40 50 60 100 140 200 HYDROMETER 100 95 I I . I I I I I I I !\ \ '\ \ \ '\ I' r'. '\ 90 85 80 75 70 .... 65 l: Q60 w ~ )- 55 ID '" wso z u: .... 45 z w ~ 40 w a. 35 30 25 20 15 10 5 o 100 0.1 0.01 0.001 10 COBBLES GRAIN SIZE IN MilLIMETERS SAND SILT OR CLAY medium fine Specimen Identification . B-3 S-S 8'-10' Classification Silty SAND (SM) Cc Cu LL PL PI 0100 4.75 010 %Silt %Clay 19.5 060 1.075 030 0.203 %Gravel %Sand 0.0 68.5 Allied Engineering & Testing, Inc. 5850 Corporation Circle Fort Myers, Florida 33905 239-334-6833 . FAX 239--690-1582 GRAIN SIZE DISTRIBUTION Client: Collier County Stormwater Management Oept. Project: Lely Manor Outfall West Location: Collier County, Florida bN .: 1 EXHIBIT N CONTRACTOR'S KEY PERSONNEL ASSIGNED TO THE PROJECT GC-CA-N-1